19930335 Ver 1_Complete File_20100726

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
July 20, 1993
1 6199;
WATFR
Action ID. 199302679 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
North Carolina Department of Transportation
Mr. W. Trent Anderson
Post Office Box 1551
Andrews, North Carolina 28901
Dear Mr. Anderson:
Reference your application of April 23, 1993, for Department of the Army
(DA) authorization to replace and extend three culverts in unnamed headwater
tributaries to the Little Tennessee River in conjunction with the widening and
paving of S.R. 1633, Paul Brown Road, in Otto, W Ctlutity,`North Carolina.
The proposal has been reviewed by the North Carolina Wildlife Resources
Commission (WRC).
For the purposes of the U.S. Army 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 (NWP).
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 NWP provided it is accomplished in strict
accordance with the enclosed conditions and provided you receive a Section 401
water quality certification from the North-Carolina Division of Environmental
Management (NCDEM). You should contact Mr. John Dorney, telephone (919)
733-1786, regarding water quality certification. This NWP does not relieve
you of the responsibility to obtain other required State or local approval.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity
would no longer comply with the terms and conditions of the nationwide permit,
activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of

-2-
the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,
suspend, or revoke the authorization.
Questions or comments may be addressed to David Baker in our Asheville
Regulatory Field office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copy Furnished (without enclosure):
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
A, Preston Howard, Jr., P.E., Director
July 2, 1993
W. Trent Anderson
County Maintenance Engineer
N.C. DOT
P.O. Box 1551
Andrews, N.C. 28901
Dear Mr. Anderson:
Subject: Proposed fill in Wetlands or Waters
Road improvement, SR 1633
Macon County
DEM Project # 93335
10 4*
A MAO ?[? MAM
C) EHNR
Upon review of your request for 401 Water Quality Certification to place fill material in
0.01 acres of wetlands or waters which are tributary to Little Tennessee River for road
improvement located at SR 1633 in Macon County as described in your submittal dated 23
April 1993, we have determined that the proposed fill can be covered by General Water
Quality Certification No. 2732 issued January 21, 1992. A copy of the General Certification is
attached. This Certification may be used in qualifying for coverage under Corps of
Engineers' Nationwide Permit No. 14.
If this Certification is unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this Certification. This
request must be in the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be
final and binding.
If you have any questions, please contact John Dorney at 919-733-1786.
Sincerely,
r on Howard, Jr. P.E.
93335.Itr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Fqual Opportunity Affirmative Action Employer EM recycled/ 10% post-consumer paper
r--5?-
r
STATE OF Nom-i 1 CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMB K HUNT. JIt. DIVISION OF I-1161 IWAYS
GoV molk
Aridrews, N. K. - o1
APR 17 MEG
MACON COUNTY
SR 1633
Mr. Bob Johnson
US Army Corps=, of Engineers
Rm. 75, Grove Arcades Building
37 Battery Park Avenue
Asheville, N. C.. 28801--2714
Dear Mr, Johnson:
SAM I HINT
mcm m1k),
9'
The North Carolina Department of Transportation is
proposing to construct and pave SR 1633, Paul Brown Road, in
Macon County. In order to construct this project in
accordance with our current secondary road standards, it
will be necessary to upgrade and extend three (3) existing
pipe culverts. At survey st.atiQn 11+20 the existing 15" CMP
is to be replaced with 40 L.F. of t8" CMP. At survey
station 46+07 the existing 24" CMP is to be replaced with 50
L. F. of 36" CMP. At survey station 48+30 the existing 15''
CMP is to be replaced with 3S L.F. of 18" CMP. We propose
to install the new culverts slightly below the existing
st.reambed elevations to minimize impacts to wildlife habitat
and allow the existing stream gradients to remain as
unchanged as is physically po2sible.
The best management practices will be used to minimise
and control sedimentation and erosion on this project. The
construction foreman will review all erosion control.
measures daily to en'_uie sudimert.at:ion and erosion are, Min,-)
effectively controlled, f f Lh& planned devices arc not
functioning as inLonded, thny w i 1 ! immediately he replAued
with hr>hLrr devipaq Thp -npk i1f cretins ..(rld other
PI Os.ion (_:oniroI df,vvi_, (:- I:,i I I i t(n place p r i or to the
removal of Lhp exint.in(j C?l?`? ?.1! :'til Ln and will remain Lin
[lot.,] I t1lC:'. i ` ,,t_ (I: i i .I zF?rl..
Ry n"py of Lhi? I'.;t.Lai om n- I rquc:' tinq the N. C.
Inl i 11 1 1'(> P( '.(*,[I I " c(: Ii1111 I' I (71 I ! ?!IIIIII :'nt. .t7 Vou ('.(-JncpI 1) 1 Ile.;
.Jnll?l,t?n
r1K> i ? i , , l ?,
c:31_l r r> ca a c, ?; i. ,. r a t c; , b y r;;; l _rr; I L r 1 r' t. t o L o t. l'i p I'l .. C.
DiV i s i on of FI)v:i i orunr°r? 1 ,; 1 M.cri:ac,Jc ?in?.-ant , we are requesting
auttror'ization render '.c_;cl.ior "101 nt the Clean wester nc.t..
Fnc:lose d are a Ioc<4t.icaci ni.:rr straight.-Line diagram,
pian/profi.le. sheets, ercr-pion control plans and details, and
a U.S.G.S. Map indicating loc.it:ion of the project and
cuIvf?rt construction ,itI- HS. Pl.easea review this request for
authorization under, Section 40,1 of the Clean Water Act. if
you have any questions concerning this application, please
contact, me at. (704) 3721-1105.
.
Sincerely,
0.1-k
W. Trent Anderson
County Maintenance Engineer
WTA/ rr
Enclosures
cc: Mr. Mickey Clernmons
Mr. Eric Galamb
Mr. V. A. Edwards, P. E.
G)3
' APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT BAPPROVAL NO.0710-0003
(33 CFR 325) r 1992
Public reporting burden for this collection of information Is estimated to average 5 hours per response for dw majority of ing the b ns,
searching existing data sources, gathering and maintainoing the data needed, and completing and reviewing to oolloctifirma ion. Applications for larger complex
projects, or those in ecologically sensitive areas, could lake up to 500 hours. Send CorTNTlertls regarding thus burden esti f any oiw6 aspec b0fhfifal,ppllec f I formation,
Including suggestions for reducing thus burden, to Department of Defense, Washington lleadquarters Sorvioa, larecutruta for 0orrmation Opera y ?roibo't! 1 15 Jefferson
Davis lligftway, SLAte 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Hodumon Pkgjp0710-0003), Washington; DC 26503. Please
DO NOT RETURN your completed form to either of these addresses. Completed application must be submitted to the Dlatf)Ytl tl»?c^h1 1(!MJurifidlctlon ovw the
+
location of the proposed actlvtty.
The Department of the Army permit program is authorized by Section 10 of the Rivers and ilarbors Ad of 1899. Section 404 of the Clean Wator Act and Section 103 of the Marine,
Protection, Research and Sanctuaries Act. These laws require permits authorizing acbvibos in or affecting navigable waters of the United States, the discharge of dredged or fill
material into waters of the United States, and the transportallon of dredged material for the purpose of dumping it into ocean waters. Information provided on this form will be used
in evaluating the application for a permit. Information In this application is made a matter of public record through issuance of a public notice. Disclosure of this information
requested is voluntary; however, the data requested are necessary In order to cwmmun icate with the applicant and to evaluate the permit application. If necessary Information is
not providod, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings
and Instructions) and be submitted to the District Engkeer having jurisdiction over the location of the proposed activity. An application tut Is not completed In full will be returned.
1. APPLICATION NUMBER (To be assigned by Corps) 3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
• Telephone no. during business hours
2. N
AME AND ADDRESS OF APPLICANT
re y-I 1C A- - nde rSon
V-4 A/C c ) ---- (Residence)
-
NoC ?-h Carolina
-k
o Tra
tio&
D
t A/C( ) (Office)
.
,
ep
nSPot
a
'
P.O. g0X 1 SS 1
"reW S
N C' 289 o I Statement of Authorizadon: 1 hereby designate and authorize
to act in my
I
Telephone no, during business hours behalf as my agent in the processing of this permit application and to furnish,
upon request, supplemental information In support of the application.
A/C ( ) (Residence)
A/C (?o4) 32 I - q lOS (Office) SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
1 L (P gad e, a n nth P i p e c cu i v e C s? n -?h r e? C.3?
?Oc-'Aions on SR I(.n33? Pavl Brov'jo, Goad 1n MQU? Qattn-.l NC-
S I -T E I s-T A. l l+ 2 o
SI E 2.: STk 4 G+O"7
S ? 7 S = S-t" A.. 4.8 + So
4b. PURPOSE
-ro w der` C rd Gave SR IloS3 fr?ee,?, NC(]O`I
-SA0r jCt(-jS ?o(- -Lypic-Q1 s-)CCJ.io1(v Ovill GLI nment ?oc Paved
Se-C-C) (A C conjs. jVke are ?hc ee CSC ?oc.a?,ions talon tie
road. 12-0n 4-? r u c-l i o rx- P rod ec't w h'e C e kAA e. e «q i 11 and r P os
road wia make culver-L upgrades nece?sac-Y
4c. DISCiIARGE OF DREDX33ED OR FILL MATERIAL
[0wR
p
APR 2 71993
h
WETLANDS GROUP
WATI-R QUALITY SECTION
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LOc?.Y lotA MaP
G E 0 R G I A
MACON
CO.
R n /? [? N l?M C PAUL. BROWN R ). ___
S. R. 1633 F R 0 IvI US 441 0+00 TO SR-1632 65+91
AQ ITION
IMPROVEMENT
•jY
TO EjE PAVE P POLES TO BE ROVED
T. POLES TO BE MOVED
WW wi DTFI
SCALE
DATE
6.972122
` x
8
7
50' -
i
J 0
"04-15-92

GILMER & ANNA WILL HENSON
BOX i26
OTTO, N. C. 28763
(1)
54-00
6"
13

J
5100
4+96
3+42
CMP
J ?
V
?
O O
O
0
0
,`T^/
VO
00
00
lb
00
0
0
000
Q"
0+00
kA)
EDD L. & BETTY J. SHOI'E
BOX 68
OTTO, N. C. 28763
(2)
(1)
PL
10+00
0 10400
00
00
00
Oo
-< 50"
,15" GMP REPLACE WITH 18" CMP
(1)
p?
i
5100
MRS. MYRTIS C. DILLARD
BOX 122
DILLARD, GA. 30537
(3)
:5100
PL
PAUL BROWN
P. 0. BOX 56
OTTO, N. C. 28763
(4)
(1)
15+ 0
BARN ?---?
18"
u?
J!c0o?+?1
3?i
cr_

10+25
10100
0 15400
00
0I
0,
_ 10
00
v
v
0
0
0
0
0
4
GMV 1
op
0
b0
o'
00
00
0
D
0
0
0
00
0
0
0
0
0
0

GLENN & DOROTHY B. HENSLEE
BOX 264
OTTO, N. C. 28763
(5)
/ PLACE WITH 18" CMP
o?
sod 11+12
l7 I
0
6
0
00
O0
OJ
00
l) 10400
(3)
ni
18" CMP R .('LACE WITH NEW 18" CM-PI
4
20
20+00 °"- - -- - - f'
00 `(8) PL
19+95
DIANE D. BARKMAN A S.
10720 CARIBBEAN BLVD.
MIAMI, FL. 33189
(7)
PL
(4)
SCOTT CHOOS
JAMES L. & BETTY BROWN
BOX 295
OTTO, N. C. 28763
(6)
PL
18+38 18+35
3
It
(5)
5 0?
FRAMEU SHED
(?d
U
L5''4-cl-m.10 Rll'LACL WITH 18" CMP
0
1.'i4 0 [) 1';100
ROBERT RANDOLF COWARD
BOX 156
OTTO, N. C. 28763
(10)
PL
(7)
25+00
15" CMP
22+25
?J
20f00
25+00
otf
22+20
20#00
WILLIAM W. & FER SCHEIDECGER
6525 86TH AVE.
PINELLAS PARK, FL. 33565
(9)
PL
(8)
30,-00
30+00
REMO C. & DOROTHY M. NOTARIIARTOLO
1. 0. BOX 577
OTTO, N. C. 28763
(10)
18"
(r
5
2'-100
51
w
0'- (12)
zs+75
CMP
00
PL
WILLIAM T. SILVERTHORNE
11513 IMPERIAL GROVE DRIVE
LARGO, FL. 34644
27+65
25 00
(11)
(9)
PL
(16)
PI.
MICHEAL C. HATCHER
3233 OAKDALE DRIVE
HURST, TX. 76054
(13)
(10)
35+-00 35+00
34+55 34+55
a
r?
0
0
110
J?
00
10
C?
0
10
00
00
3
Ir-
5 O? 30+98
30+90
c;
w
30f00 -. W 30+-00
(15)
PL
AMELIA M. A JOSEPH JOHN MCKENNA
75 BROWN RD.
OTTO, N. C. 28763
(14)
PL
(12)
PL
RUSSELL D. PERONF.
80 BROWN RD.
OTTO, N. C. 28763
(19)
40400
-<- `
37+90
NOTE MOVE GUY WIRE
JAMES W. VANFLEET & KESTER E.
THOMPSON
260 GOLF CLUB LANE
VENICE, FL. 34293
(16)
5
0(
15"
C U J-- _ .-
J
°
'15#00
40+00
u
0,
i?
06
U
0
50
?
0
37+80
CMP
- - o(o, 35+80

3 5f00
PATRICIA L. HATCHER & MARY MILDRED
McCLELLAN
2614 RALPH RD.
LAKELAND, FL. 33801
(18)
MARY MILDRED McCELLAN
2614 RALPH RD.
LAKELAND, FL. 33801
(17)
p l.
PL
AMELIA M. & JOSEPH JOHN MCKENNA
75 BROWN RD.
OTTO, N. C. 28763
(15)
PL
(20)
(19)
45+00
15"
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0"'o
J
43+85
Ir-
40ioo
45100
TOMMY L. CARE
BOX ]14
OTTO, N. C. 28763
5 O-y-
(20)
CRP REPLACE WITH 18" CMP1
43+85
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(18)
0
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(20)
50+-00
18"
1511
r- 50400
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45- i 00 /1,)100
(20)
Sl -T E 3
55+00 55+00
STEVE ROYCE. SR. & JOANNE ULSH AJ & A LUCILLE HENDERSON
KATHERINE M. SMITH P.O. BOX 621
150 BROWN RD. INTERLACHEN, FL. 32048
OTTO, N. C. 28763
(24)
PL
TOMMY RAMEY
140 BROWN RD.
OTTO, N. C. 28763
(22)
P1
(20)
53+80 53+80
(23)
PL
CHARLES R. & IRIS M. CARPENTER
145 BROWN RD.
FRANKLIN, N. C. 28734
D'
51+57 51+57
50
?
50+00 50 ,00
(21)
(20)
PL
(28)
PL
CARL BUFFORD JR. SMITH
98 COON CREEK RD. BOX 15
FRANKLIN, N. C. 28734
(26)
PL
(24)
60400 60400
59+30 15" CMP REPLACE WITH 18" CMP
ALLEN & LAURA JOHNSON
P.O. BOX 836
INTERLACHEN, FL. 32048
1
56+70
55400
(27)
157+80
Q'
HERBERT JR. & PAULINE MOORE
8119 CECIL ST.
JACKSONVILLE, FL. 32221
56+30
5 `i 1 00
(25)
(23)
PL
PL
PI.
65+00 -.-
-?- 5 0?- SOUTH MACON METHODIST CIRCUIT
195 BROWN RD.
OTTO, N. C. 28763
(29)
CLINE G. & JEANETTE C. HOLLAND
BOX 74
OTTO, N. C. 28763
(28)
15" CMP REPLACE WITH 18" CMP
62+20 PL
f
50
I i
60+00 60#00
(27)
70+00 70+00
?i
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SR-1663 E.O.P.
(28)
65+91
65+00

65+91 E.O.P. SR-1663
CLINE G. & JEANETTE C. HOLLAND
BOX 74
OTTO, N. C. 28763
(28)
65+00
TEMPOPARY EP05101V CONTROL SYML-30L
TEMP STOVE DITCH CHECK
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SILT BAS/N-8
TEMP SLOPE DR, 411V
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03 Temporary Silt Ditch ,So
245.05 Temporary Diversion
893.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm T ..........
Silt Basin Type A .......................
245.02 Silt Basin Type B .
892.04 Temporary Rock Silt 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-B ---
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 A
Rock Inlet Protection:
896.01 Type A ............................... A Ell --OR -- A
896.02 Type B ............................... B 0-- OR -BJ
896.03 Type C ............................... CE]__ OR --C)
12 March, 1992
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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.
LESION 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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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
(top of channel sides)
The spacing (ft.) = (3 / % of ditch grade) X
foot lower than the outer edges
100 ft.
27 March, 1992

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28 March, 1992
ROCK SILT SCREEN:
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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)
37 March, 1992
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38 March,1992