19930309 Ver 1_Complete File_20100726

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
August 26, 1993
IN HhFLY HtFtli I
Regulatory Branch
;
AUG 3],
3
Action ID. 199302375 and Nationwide Permit No. 14 (Road Crossing)
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 2, 1993, for Department of the Army
authorization to replace and extend five culverts in Graham Branch and
tributaries thereof in conjunction with the upgrading and paving of SR 1532,
Sam Barnett Road, near Peachtree, Cherokee County, North Carolina. The
project has been reviewed by the NC Wildlife Resources Commission (WRC) for
potential adverse impacts to designated trout waters.
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, pursuant to Section 10 of the Rivers and Harbors Act of 1899
and Section 404 of the Clean Water Act, was provided for fills for roads
crossing waters of the United States (including wetlands and other special
aquatic sites) provided:
a. The width of the fill is limited to the minimum necessary for the
actual crossing;
b. The fill placed in waters of the United States is limited to a filled
area of no more than 1/3 acre. Furthermore, no more than a total of 200
linear feet of the fill for the roadway can occur in special aquatic sites,
including wetlands;
C. The crossing is culverted, bridged or otherwise designed to prevent
the restriction of, and to withstand, expected highflows and the movement of
aquatic organisms;
d. The crossing, including all attendant features, both temporary and
permanent, is part of a single and complete project for crossing of a water of
the United States; and
e. For fills in special aquatic sites, including wetlands, the permittee
notifies the District Engineer in accordance with the "Notification" general
condition.
+ f
-2-
Your work is authorized by this NWP provided it is accomplished in strict
accordance with the enclosed conditions. This NWP permit does not relieve you
of the responsibility to obtain any required State or local approval.
Information regarding issuance of a Section 401 Water Quality Certification
may be obtained through Mr. John Dorney, Division of Environmental Management,
at [phone].
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
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.
Questipns or comments may be addressed to Mr. David Baker in our Asheville
Regulatory Office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
D?f . John Dorney
Water Qual'ity Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
,.swc4
N d. ? y
?} r
arr
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor April 21, 1993 A. Preston Howard, Jr., P.E.
Jonathan B. Howes, Secretary Director
W. Trent Anderson
County Maintenance Engineer
Department of Transportation
P.O. Box 1551
Andrews, N.C. 28901
Dear Mr. Anderson:
Subject: Proposed fill in wetlands or Waters
Road improvement, SR 1532 Sam Barrett Road-
Cherokee County
DEM Project # 93309
Upon review of your request for 401 Water Quality
Certification to place fill material in less than one acre of
wetlands or waters which are tributary to Graham Creek for road
improvement, located at SR 1532, Barnett Road in Cherokee County
as described in your submittal dated 2 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 you have any questions, please contact John Dorney at
919-733-1786.
Sincerely,
, LesRo Rowar Jr. P. E.
93309.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
'SlArr /?09
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. IR DIVISION OF HIGHWAYS SAM HUNT
GOVERNOR SECRETARY P. 0. Box 1551, Andrews, N. C. 2e%a?April 2, 104-f"
lvJ LS U I
CHEROKEE COUNTY INI -?-
SR 1532
APR 161993
Mr. Bob Johnson
U.S. Army Corps of Engineers
Rm. 75, Grove Arcade Building
!7 Battery Parr. Avenue
Asheville, N. C. 23801-271'4
Dear Mr. Johnson:
The North Carolina Department of Transportation is
proposing to construct and pave SR. 1532, Sam Barnett Road,
in Cherokee County. In order to construct this project in
accordance with our current: secondary paved road standards,
it will be necessary to upgrade and extend five (5) existing
pips: culverts. At survey staty.ion 4+25 the existing 36" CMP
is to be extended by 10 t_. F. at the inlet end. At survey
station 2:S+80 the existing 18" CMP is to be extended by 12
L.F. at the inlet end. At survey station 32+40 the existing
18" CMP is to be extended by six (6) L. F. at the inlet end.
At survey station 47+20 the existing 24" CMP is to be
removed and replaced with 15 L.F. of 36" CMP.. At survey
station 68+25 the existing 18" CMP is to be removed and
replaced with 40 L ,F. of 24" CMP.. All pipe culverts will be
installed slightly below the existing hr embed e.lsvat i.on
to minimize impacts to wildlife habitat and allow the
existing stream gradients to remain as .!r•'i(=hanget_' as is
physically possible.
The af fected ` t,i o ams are Gi°ct11am fir mach and i1.,-;
tri butaries , Graham Branc h has a North Carolina Division of'
,_n it onmann al Man aInunl c l _ _if tt _;t.ion of Class C.
1o be :. m nxc _itlan p i _ iu _ will b used to minimize.
.r':? ':di :nl.. i LOn <'li'. J ) :Liar; o n t.,i!.o r:; P cc t.. T1-_
u n 1 'n n l ' 1 w i 1 t : _ ;,: i;:?i:J all
?
It
,.? .. .: .• l..r, control.
,:, a wc_;; kl..:i Illd i n Lo1: r ei.rl

I
01
.. t
..luI fl
1 , 1
1 llflt_ LOnit,r, i Z,,'s 1.Itt.endr_=.d, t; l',eY wi l.nIm,t_dl4ate1'p be-, 1 c>p e' d
f.,j '..f1 b L. r: iJ J e v i c es 1Iie rock si11.: scree and (:)t1h r
e=r o:. can control device-_ will be in place prior 1;o 0ip
cu].ert construction a.nd will remain in ??1. ce until tllE
project i-z t.ab11,i.zed
By copy of this letter we are reque=_.t:ing the N_ C.
Wildlife Res.our-ces Commission to comment- to you concerning
our request.. Also, by copy of this letter to the N. C.
Division of Environmental Management, we are reciuesting
a c_fthori.zation under Section 401 of the Clean Water- Act..
Enclosed are 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. Please, review this
request for authorization under Section 404 of the Clean
Water Act. If you have any questions concerning this
1,;plication, please contact me at (704) .?1-410".
/Sincerely,
t/LJ • ??
W. Trent. Anderson
County Maintenance Engineer
WTAI/ ?
Enclosures
c.c: Mr. Mickey Clemmons, NCWR.C
Mr. Eric G,alamb, NCDEM
[,Jr. Verlin A. Edwards, P.E., .14th Division Engineer
Mr_ E. L. Ingle, Area Roadside Environmental Engineer
939
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO.0710-0003
(33 CFR 325) Expires 30 September 1992
Public reporting burden for this collection of information is estimated to average 5 hours per response for the majority of cases, including the time for reviewing Instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Applications for larger or more complex
projects, or time in ecologically sensitive areas, could take up to 500 hours. Send comments regarding this burden estimate or any other aspect of this collection of information,
Including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service, Directorate for Information Operations and Projects, 1215 Jefferson
Davis Highway, Suite 1204. Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (07104003), Washington, DC 20503. Please
DO NOT RETURN your completed form to either of these addresses. Completed application must be submitted to the District Engineer having jurisdiction over the
location of the proposed activity.
The Department of the Army permit program is authorized by Section 10 of the Rivers and Har¢ors?Act of 1899. Section 404 of the Clean Water Act and Section 103 of the Marine,
s irf t effecting navigable waters of the United States, the discharge of dredged or fill
Protection, Research and Sanctuaries Act These laws require permits authorizing 90
?
material into waters of the United States, and the transportation of dred I th rpdi ;qf dumping it into ocean waters. Information provided on this form will be used
?ichfeoord through issuance of a public notice. Disclosure of the information
in evaluating the application for a permit Informatio
fts

to evaluate the permit application. N necessary information is
requested is voluntary; however, the data requested Cate wjtti;tha' applicant and
not provided. the permit application cannot be prose issuedd.19?rZ
ra
T
acter dt the proposed activity must be attached ro this application (see sample drawings
Dd char
One set of original drawings or good reproduci coA
,
and instructions) and be submitted to the District Eno r the locat proposed activity. An application that is not completed In full will be returned.

1. APPLICATION NUMBER (To be assigned by Corps) W? UPL\
WptER NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
Telephone no. during business hours

2. NAME AND ADDRESS OF APPLICANT
T<en c Andef So r
W
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.
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artment o? Transportation
4 cot; r4
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flock K 0 A/C( ) (Office)
,
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-
Q.0. B04 1551 Statement of Authorization: I hereby designate and authorize
Andre
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Z890 to act in my
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I lication and to furnish
ermit ap
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rocessin
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Telephone no. during business hours ,
p
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as my agen
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upon request, supplemental information in support of the application.
A/C ( ) (Residence) SIGNATURE OF APPLICANT DATE
A/C c7p4) "321- 4105 (Office)
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
-r0 4P3rad e, and (o( e)IA-P- A P i P e Culve(-?S It-, ? i ve (,S) l o c.at1 ors o r\..,
Sat,, 8arne U Road.. t i r\ Cherokee CouA 1 I-1C . -5NeSe cLtlvertS
SR 1532.
1
Carr S?.reayt\, lbw o? Graham Bratncl? ctn(A t --::. tr*16i"Uories,
GrahayV\; Srar\ch hat OL DEM c1055i$ icaVon. o- CIasS C .
4b. PURPOSE
--Co Construc.-, and pave SR 1532 to meet c.urreA KC-DOT 5?a?c rds
?o( typical SeCA--ion. anA ctlighm.enL?- ' 0(' paveA. secondary roads. -Tl•\erc. are,
(S) l ocAion5 along tke. Cbat ConS? fuc?ion, pro eCt wkere C(Alvert.
extensions ar\A or uP3radet are necessary,
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
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CHEROKEE C `J -
R () A Q N AtA SAM BARNETT RD.
I
S. R. 1532
W. 0. 6.912116
F R Q M SR-1533 0+00 E.O.P. TO 73+50 END OF PROJECT
ADDITION
IMPROVEMENT
• TO BE PAV E b'
P POLES TO BE MOVED
T. POLES TO BE MOVED
Ow- WIDTH
SCALE
DATE
x
--- x -
1-Pole/8-GW's
0
50' -
I -_- 5 0
3-31-93
WILLIE OWENS
808 LOWRY LANE
TAMPA FL. 33604
(4)
PL
DENNIS McCLURE
RT. 1
MURPHY, N.C. 28906
(3)
5+00 o a 5+00
00 00
v ?
B -
p 0 ti--
0 0
-?ITE
4+25 0 ?a 36" _ CMP _ ADD 10' ON INLET END
ooo-- -
PL
PHYLLIS LAABS
RT. 1 BOX 194-A
MURPHY, NC 28906
(2)
-?5 O?
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2+25 °o
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0
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0
0
0
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0
0
ff
0
00
0
a
00
0
A
'o+? 6+0b'
ROBERT L. JENKINS
P.O. BOX 8
MURPHY, NC 28906
(1)
RICHARD KERRIGAN
RT. 1 BOX 175
MURPHY, NC 28906
(6)
PL
(4)
10+00 10+00
9+30
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(1)
(6)
15+00
i
i
3I
1
10400
15+00
(8)
O?
-1 14+35
RICHARD RAMSEY
RT. 1 BOX 174
MURPHY,.NC 28906
(7)
CY
11+75
HERMAN WEST
RT. 1
MURPHY, NC 28906
c7
10+10
Y
10+00
(5)
(1)
PL
PL
PL
FRED BURGESS
RT. 1
MURPHY, NC 28906
(8)
PL
(6)
20+00 -
-?5
3:1
i
5
15+50
i
20+00

0 18" CMP
0000 - - ---
O
15+00. 15+00
(8)
BILL BARNETT
RT. 1
MURPHY, NC 28906
(10)
PL
(8)
25+00
3
-22-±9 9
18"
o _
oooa --
O ?
20+0`0 ?o - -_

25+00
BUSTER LANEY
RT. 1
MURPHY, NC 28906
(9)
a?
21+65
c7
w (8)
PL
CMP a REPLACE WITH 18" CMP
20+00
(10)
30+00
i
3I
l
1811
30+00 (12)
29+60
AL LOVINGOOD
RT. 1
MURPHY, NC 28906
(11)
Q!
(26+80
J
CMP
SITE 2
(9)
ADD 12' TO INLET END
00
OGO
O
25+00
25+00
PL
PL
(10)
35+00
-F-5
18"
30+00
35+00
TED PONTES
RT. 1
MURPHY, NC 28906
' (13)
c?
32+75 PL
L? ADD 6' TO INLET END
ff
MICHAEL LADD
RT. 1
MURPHY, NC 28906
i
(12)
30+00
(10)
40-00
0 0 0 1 s 1 CMP
0000
O
V
--<50
?
I
s I
i
1
jL
i
i
1
1 ?
t) l0'
35+00
40+00
?- PLACE WITH 18" CMP?
>4 V.G
(10)
37+65
CHARLES PEARSON
RT. 1 BOX 169-A
MURPHY, NC 28906
(14)
136+30
35+00
PL
PL
(13)
PL
(15)
45+00 f 45+00
c?
44+05 -E- 5 0' 44+05
? 18" CMP oa °
P° Y
(10)
40+00
its
Ip
13
it
40+00
BOBBIE BARNETT
RT. 1
MURPHY, NC 28906
(15)
(10)
PL
BILLY BOGGS
RT. 1 BOX 167-F
MURPHY, NC 28906
(19)
PL
WALT HILLARD
P.O. BOX 1433
PT. ANDREWS NC 9Rgnl
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4502 SO. MANHATTAN AVE. #2
TAMPA FL. 33611-2306
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RT. 1
MURPHY, NC 28906
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RT. 1 BOX 164-B
MURPHY, NC 28906
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03 Temporary Silt Ditch
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-13 __________
892.01 Temporary Rock Sediment Dam Type-A ?
892.02 Temporary Rock Sediment Dam Type-13
897.01 Rock Pipe Inlet Protection Type-A ......... __ • A
897.02 Rock Pipe Inlet Protection Type-B ............
894.01 Rock Silt Screen
245.04 Stilling Basin ___
Rock Inlet Protection:
896.01 Type A ............................... A r0j --OR -- A )?
896.02 Type B ............................... B L[jj --OR -- B
896.03 Type C ............................... C LLJJ --OR -- C)
12
March, 1992
I
EMPORARY EROSION CONTf-COL SYMBOi
f
TEMP STONE DITCH CHECK
SIL T BASIN- B
TEEM. SLOPE DRAIN
TEMP. SILT - DITCH
EAR ' TH Ell/I B/1 NKMEN T
S/ L T FEN CE
S /V/ CROSSING
All
P
- 1 E3(-f= GLASS ROVING
-.TSD
_? r- G R
Proposed Road ..................... -
----------
Existing ]load .................. --
Control of :access U110. ........ . .- - - -- ??
..........
Slope Strike Line .......... - --" __
Bridge .............................
Culver .................. ........ -
VV 0 (;?7S ............................. ;?.?•?;•?.?- •,.,1 ?( _??_
`l'elenhille of- Tele,xrapll Pole ......... .?::,?;, o. , ?I??tC)i? ?; 1
To%vt'r Pole and Line ................. -?- -- ^
Po,R'er Pole .......................... 1'xI:;;' a wItoi,
Esemc?tit Line ......................
lIr)?vil? I.inli[ ....................... '-?
Guard Rail .........................
Sanitary Sewer Line ................. ----? '--s;
Water Lille ......................... -=-i ?- ; t
Gas Linn ........................... --v- G:? s .0-
I'i:0 1IOSF:U t:X IS'1'INC.
Chain Lilly: Fence ................... -? ?- - ------- cl-
Woven Wire Fencee .................. - o--?-
Reacneracion ........................
t
Refo1'E'SmC1ot1
'I'eniporarv Silt Ditch ................ TSO r,r>
' ' I f r----T 1 r-
Temporary SHE FencC ................ -??
Temporary Slope Drain ............ .
Brush Barrier ........................ r,•: ;_? : ?r??-ice -?`
Silt Check Dane Type A ...............
Silt Check Dam Type B ...............
Silt Basin '1?pe A .................... --* °
Sill. L, 1n `I?9)e B .................... i
Rock Silt Check Dam .................
t•; a r l h I3 c r m ......................... --} -• -? -• --?
1 ettin, Stone Ditch Chec? ?ti?i>z. Y
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STA G 8+Z S 1" = 10 L.F V ERT.
STREAM/ PIPE PROFILE
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 CRIZERIA:
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
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.
13 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:

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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