19950180 Ver 1_Complete File_19950220

State of North Carolina
Department of Environment,-
Health and Natural Resources A • 0
Division of Environmental Management
James B. Hunt, Jr., Sr Secretary ID F H N F=1
Jonathan B. Howes, , SececreLata
A. Preston Howard, Jr., P.E., Director
February 23, 1995
Macon County
DEM Project # 95180
APPROVAL of 401 Water Quality Certification
Mr. Trent Anderson
NC DOT
P.O. Box 1551
Andrews, N.C. 28901
Dear Mr. Anderson:
L 16"
You have our approval to place fill material in 0.016 acres of wetlands or waters for the, purpose
of road maintenance at SR 1609 (Joe Wilson Road), as you described in your application dated
7 February 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2732. This certification allows you to use Nationwide
Permit Number 14 when it is issued by the Corps of Engineers.
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 requiredto send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits' before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Domey
Central Files
Si rely,
reston ward, Jr.
95180.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

FFR 2 0 1995
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DAMES B. HUNT. JR DIVISION OF HIGHWAYS R. SAMUEL HUNT III
GOVERNOR SECRETARY
P. O. Box 1551
Andrews, N. C. 28901
February 7, 1995
MACONT COUNTY
SR 1609
401155UED

Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
Rm. 75, Grove Arcade Building
37 Batten, Park Avenue
Asheville, N. C. 28801-2714
Dear'-Mr. Johnson:
The North Carolina Department of Transportation (NCDOT) is proposing to
grade, drain, base, and pave SR 1609, Joe Wilson Road, primarily along the existing
roadway. In order to construct this project in accordance with our current secondary
road standards and due to the proximity of an outstanding resource water (Talley Mill
Creek and tributaries, DEM Class C - ORW) and replacement of pipe culverts, we are
requesting authorization under Section 404 of the Clean Water Act.
I am sending a location map, straight-line diagram, plan-profile sheets, erosion
control plans and details, and a U.S.G.S. map indicating project area and location of
proposed pipe culverts along the road. We propose to install the new culverts slightly
below the existing streambed elevations where bedrock is not encountered to minimize
impacts to wildlife habitat and allow the existing stream gradients to remain as
unchanged as is physically possibly.
NO

VP
N,Ir. Bob Johnson
Page 2
February 7, 1995
The best management practices will be used to minimize and control erosion
and sedimentation on this project. The construction foreman will review all erosion
control measures daily to ensure erosion and sedimentation are being effectively
controlled. If the planned devices are not functioning as intended, they will
immediately be replaced with better devices. The rock silt screens and other erosion
control devices will be in place prior to pipe culvert construction and will remain in
place until the project is stabilized.
By copy of this letter I am asking Mr. David Yow, North Carolina Wildlife
Resources Commission District 9 Environmental Coordinator, 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 Clean Water Act from the Division of Environmental Management.
We would like to begin construction as soon as possible. If further information
is required, please please call me at [phone]. Your early review and
consideration will be greatly appreciated.
Sincerely
0.---?,'
W. Trent Anderson
County Maintenance Engineer
IN'TA`rr
:attachments
cc: Ml-. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. I.. Ingle, Area Roadside Environmental Engineer
Xfi% Eric Galamb, Water Quality Certification Unit, DEM
:N In Day :d Yow, District 9 Environmental Coordinator, NC WRC

' DEM ID: ACT10N ID:
Nationwide Permit Requested (Provide Nationwide Permit ft
JOINT FO@W R
Nationwide permits that regvaire to Se Corps of Engineers
Nationwide permits that refire opput atimt for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
bN ?J IEE EO1F A?OF
P.O. Boy. 219335
NC 27626.0535
Raleigh, ML 1
Telepboas 019) 733.30 _
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD W ff TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISON N I(RONMIENTAL MANAGEMENT.
PLEASE PRIIVT.
1. Owners Name: InCL,
2. Owners Address
3. Owners Phone Number (Home):
~ (_704 ) 541 -- 4 l 0 S
4. If Applicable: Agent's n e or responsible corporaee offal, address, I sos I
\..I _ ?rcrL?- 0-lSAA--
5. Location of work (MUST ATTACH MAP). County: Macor-
Nearest Town or City: tit l a h t o r%d S
Specific Location (Include road numbeq,•landmadcs,
6. Name of Closest Stream/River:
7. River Basin: S), a vonna
8. Is this project located in a watershed classified as Trott. SA, ) TINS I. or WS n? YES n NO [ l
9. Have any Section 404 permits been previously requested for use an to may? , YES [ l NO K
If yes, explain.
10. Estimated total number of acres of waters of the U.S., bm*mft wry, located on project site:
O , C OZ A,-,-es \4A [c4s LmaDr4eA
11. Number of acres of waters of the U.S., including byd* proposed Project.
Filled: ().00z Ac- W
Flooded:

Excavated: ._.._.?._..?...
Total Impacted: 0.0

Fi?

1. OCA,YlbhA MAP
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END
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1 5 0
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6 M .s :5 CONTOUR INTERVAL 40 FEET
'12 1- NATIONAL GEODETIC VERTICAL DATUM OF 1929
I IGOLA?IpS NC
',N a• ;EN'E ::•'; SO E, `? ,? I C-SO ?1 R61 \ D CSp, I1O O
urple and woodland co T piled by FOR SALE BY U.S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092
Authority from aerial photographs AND BY U.S. TENNESSEE VALLEY AUTHORITY, CHATTANOOGA, TENN. 37401 OR KNOXVILLE, TENN. 37902
r source data. This information A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
3p edited I98C
MACON _
goAn NAmF JOF. _WILSON ROAD
1609
S A
11.972122
FROM O±Q O
'
AnnTTTns
impgaiamia X
X
5 POLES 7 GW"`
0
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_
SrAI.E
DATE
t•?5n!
4-14-9!j-
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61
9'
0-

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5+00 T 5+00
r
T y , p e B s i l t bas i n I Type B s i l t bas i n
8'x,'x2' 8'x3'x2'
CMP
o?ooo
oooao
Replace w/18" CMP
JOHN S. & VELLAMAE POTTS
P.O. BOX 808
HIGHLANDS, N.C. 28741
(2)
STA. 2,50 END TSF
r'
1+90
STA. 00+50 BEGIN TSF
0+00
(n
L ( I
i I
PL
15" CMP
*---,FR. place w/18" CMP
JIMMY & VIRGINIA NIX
P.O.BOX 281
HIGHLANDS, N.C.
(1)
Type B silt basin
8'x3'x2'
50'
1 0+00
S.R. 1609
MACON COUNTY, N.C.

PL
10+00
FT A. 9+50 END FGR
JAMES D. MAYFIELD
40 E. LAKEVIEW S.
LLNATILLA, FL. 32784
(4)
I TYPE B CHECK DAMSI
® 50' O.C.
8+00
T 10+00
~ THE UNIVERSITY CORP.
OF MERCER
1400 COLEMAN AVE.
MACON GA. 31207
I (5)

8+60 PL

(7 8+40 BEGIN TSF
HENRY N. & MARY K.
Viggo;
;.
tgo<ooo? A L D R I C H
'.00 RT. BOX 59
HIGHLANDS, N.C. 28741
2 (3)
8+00 PL
Mt n Sh -
.
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?
Ows Rd
STA 7+50 BEGIN FGR
(2)

cl? (2)
i
TYPE B
SILT BASIN AT
INLET END OF
PROP. D/W PIPE
8'X3'X2'
TYPE B CHECK DAMS
® 50' O.C.
i
50' .f-
i
5+00 1 5+00

Sta. 11+10
m
m
Cl) I
0
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Replace with new
40Lf- x 36" CMP \
3' " 2'
'
6' stream bed
No scale
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4 4

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8' x 3' x 2'
ROCK SILT SCREEN
\\ Type "B„
silt basin
Sta. 11+75 begin
TSF & RB
Edn . 11+75
TSD
SB
12'x3' x2
a
1 sta. s+so
End TSF

15+00 T 15+00
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N
RADFORD A. [ALLEY
RT. 2 BOX 58
HIGHLANDS, N.C. 28741 i (9)
(9)
I
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PL
13+42 13+42
- --
TYPE B I
SILT BASIN
8'X3'X2'
LINE WET D
ICH
(6)
=
WITH CL. A
12+87 PL
HARRY PRESTON NEELY
RT. BOX 19
STA. 1?+50 HIGHLANDS, N.C. 28741
(8)
SPRING

Cl? 12+32 PL
DONYELA F. HICKS m
KEITH STANLEY HICKS m
RT. 2 BOX 30 ?S
HIGHLANDS, N.C. 28741 i TERRENCE A. WATSON &
N .
MERRIDETH WATSON
P.O. BOX 1395
T HIGHLANDS, N.C. 28741
(7)
PL 11+62 11+62 PL
I --- o
TYPE B CHECK DAMS STA. 11+50 END TSD
SPACED AS REQ'D BEGIN TSF & RB
-- BEGIN BUFFER ZONE
' •o?'` REPLACE W/36" CMP
CMP
24
,
SILT T BAS I N TYPE B ° o0 0?
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(4) A O (5)
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10+00 •? 10+00

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BEGIN BUFFER ZONE 11+50
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S.R. 1609
s I rE 1 ????' ?` MACON CO. N.C.

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JOHN F. CHANDLER
P.O. BOX 1903
HIGHLANDS, N.C. 28741
(10)
ISITE 2
TYPE B SILT BASIN
8'X3'X2'
LINE WET DITCH
WITH CLASS A I`
STONE
(9)
15+00
i I
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50'
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1
CARL E. NEELY (LIFE ESTATE)
RT. 2 BOX 60
HIGHLANDS, N.C. 28741
(11)
18" CMP -EP CE W 2 " CMP
_ ogooDg(

20+00

~ 15+85 PL
STA. 15+50
END ROCK BERM
END BUFFER ZONE #1
(9)
15+00
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[ETA . 2`)400 END FGR
CLYDE WALLACD & PATRICIA HEDDEN
RT. 2 BOX 57A
HIGHLANDS, N.C. 28741
t 13)
I
F TYPE B CHECK DAMS
® 40' 0. C.

T 25+00
STA. 25+00 END FGR
STANLEY HOUSTON
RT. 2 BOX 60
HIGHLANDS, N.C. 28741
LL- (14)
b\
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STA. 23+75 END TSF?
BEGIN FGR
23+69 PL
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STA. 21+50 BEGIN FGR I r
PL 21+50
r
CLARENCE E. & L.ORETTA BATY V'
L.I. 211 BOX 60B 4..
HIGHLANDS, N.C. 28741
NOTE: ELIMINATE DITCH ON 7RT-
cr-
STA. 21+50 END FGR
BEGIN TSFJ
c12?
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I
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PL 20+70 20+70
' (11)
(10)
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20+00 1 20+00
PL
30+00
EUNICE W. & TOMMY D. RILEY
245 VERNFR MILL RU.
MT. REST, S.C. 29664
( i 5)
T 30+00
? I
0
(n
F-
)
JAMES JEFFERY WILSON
RT.2 BOX 26
HIGHLANDS, N.C. 28741
(i4)
Type B check dams
t @T175' O.C.
?o
1
Type B silt basin
8'x3'x2' '
SITE 3 ?;- ?
PL 27+50 Lzj24"CM r
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'
8'x3 X-
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(13)
25+00
.1.
STA. 27+60 BEGIN TSD
Type B silt basin
8'x3'x2'
REPLACE W/36" CMP
_27+50 PL
Type B silt basin
8'x3'x2'
25+00
(14)
1
Type "B"
Check dams
spaced as
required
V)
Replace existing 24" CMP
with new 36"x 40' CMP
SB SIB
8'X 3'X 2' 8'X 3'X 2'
A
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WALTER M. WILSON
RT. 2 BOX 62B
HIGHLANDS, N.C. 28741
(17)
ry
PL
TYPE B
CHECK DAMS ---
@ 100, O.C.
(15)
30+26
30+00
35+00
LL-
VELMA TALLEY MASON
1722 WEST BIG BLVD.
VERNON, WA. 98273
(16)
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30+26
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TYPE B SILT BASINS
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40+00

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REPLACE W/ NEW 18" CMP
ry
37+20 BEGIN TSD
37+20 END TSF
A
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35+60
1 35+00
PL
(16)
45+00 T
DOLLY W. & J FRANK Mc.CALL
Rl. 2 BOX 63 -- t
HIGHLANDS, N.C. 28741
P? (20) 44+60
45+00
THOMAS S. & FRANCIS WILSON
RT. 2 BOX 62
HIGHLANDS, N.C. 28741
m p (19)
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STA. 43+65
i BEGIN TSF & RB F-
i
. 43+65 TYPE B SILT BASIN
SIA
BEGIN BUFFER ZONE - 8'X3'X2'
24" CMP 43+71
SITE 5 °°^
TYPE B SILT BASIN
8'X3'X2'
( 17)
S I -f'? 4
TYPE B SILT BASIN
8'X3'X2'
L
REPLACE W/ 36" CMP
TYPE B SILT BASIN
8'X3'X2'
SHED: TO BE MOVED OFF RIGHT
OF WAY.
I-
I
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40+00 1 40+00

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TYPE B SILT BASIN
8'X3'X2'
H--
50'
(18)
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TYPE B SILT BASIN
8'X3'X2'
i
18 "IC
PL

5lto 4
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i Screen
with new 401f x 36" CMP
SB SB
8'x 3'x 2'
/ , 8'x 3'x 2'

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WETLANDS TAKEN
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SITE 5

STA. 47+50 47+50
END BUFFER ZONE
47+00 1
46+50 1
46+00 1
45+50 1
45+00 1
44+50 1
44+00 1
43+65
STA. 43+65
BEGIN BUFFER ZONE
BUFFER ZONE ENCROACHMENT #2
S.R. 1609
MACON CO. N.C.

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BOYD DALE McCALL U.S.F.S.
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # Description Sym bol Rau
245.03 Temporary Silt Ditch ,,,,,,,,,,,,„__, TSo V1_2
245.05 Temporary ,,,,,,,
,
,,
Diversion VI 4
,,,,,,,,,,
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,
893.01 Temporary Silt Fence VI - 6
...................... ----- ---
890.05
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01 Temporary
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245.02 Silt Basin Type B ................................... ........ VI 12
892.04 Temporary Rock Silt Check Type-A ........ .. _________ __ VI-14
895.10 Temporary Rock Silt Check Type-B
892.01 Temporary Rock Sediment Dam Type-A VI -18
892.02 Temporary Rock Sediment Dam Type-B . .. U VI - 20
897.01 Rock Pipe Inlet Protection
.....
. ..............

.......... VI - 22
894.01 Rock Silt Screen ..................................... .... U..v VI - 24
245.04 Stilling Basin ......................................... .......... . ® ----- VI - 26
Rock Inlet Protection:
896.01 Type A ............................... A LUJ -- OR -- A ) ..... VI - 30
896.02 Type B ............................... B Lui --OR • B? VI 32
896.03 Type C ............................... C - OR - C) ---- VI - 34
VI-1
March, 1993

?I
TEMPORARY SILT DITCH:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993

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VI-3 March, 1993

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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 = 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
VI-6 March, 1993

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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)
VI-12 March, 1993

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s-?r

TEMPORARY ROCK SILT-CHECK TYPE-B:
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) _ (3 / % of ditch grade) X 100 ft.
VI-16 March, 1993

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F
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 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-24 March, 1993

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PIPE OUTLET ENERGY DISSIPATOR:
••i-
A pipe outlet energy dissipator shall be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing off-site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE:
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRITERIA:
• In accordance with chart on page VIII-3.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS :
• Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type H filter
fabric.
YT?
VI-34 March, 1993

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VI-35 March, 1993
ti:
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
September 21, 1995
Regulatory Branch
Action ID No. 199502089 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
North Carolina Department of Transportation
Division of Highways
W. Trent Anderson
Post Office Box 28901
Andrews, North Carolina 28901
Dear Mr. Anderson:
Reference your application for Department of the Army (DA) authorization
9111Cr e and/or extend several culverts in unnamed tributaries to Talley
k in con:unction with the upg rading of SR 1609, Joe Wilson Road, near
, Macon County, North Carolina. The project will impact less than
of Waters of the United States. The proposal has been reviewed by
Carolina Wildlife Resources Commission (WRC).
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions, and those
outlined in the attached June 8, 1995 WRC letter. This nationwide permit does
not relieve you of the responsibility to obtain other required State or local
approval.
This verification will be valid until the nationwide permit is modified,
reissued or revoked. All the nationwide permits are scheduled to be modified,
reissued or revoked prior to 21 January 1997. It is incumbent upon you to
remain informed of changes to the nationwide permits. We will issue a public
notice announcing the changes when they occur. Furthermore, if you commence
or are under contract to commence this activity before the date the nationwide
permit is modified or revoked, you will have twelve months from the date of
the modification or revocation to complete the activity under the present
terms and conditions of this nationwide permit.
Questions or comments may be addressed to David Baker in our Asheville
Regulatory office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosures
Printed on ® Recycled Paper
d-
-2-
Copies Furnished (without enclosure):
r. John Dorney
UI-I;Iater Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687