19930633 Ver 1_Complete File_19930801

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., RE., Director
August 1, 1993
?EHNR
Mr. W.T. Anderson
County Maintenance Engineer
N.C. Department of Transportation
P.O. Box 1551
Andrews, N.C. 28901
Dear Mr. Andrews:
Subject: Proposed fill in Wetlands or Waters
Road improvement, SR 1324
Clay County
DEM Project # 93633
Upon review of your request for 401 Water Quality
Certification to place fill material in 0.1 acres of wetlands or
waters which are tributary to Downing Creek for road improvement
located at SR 1324 in Clay County as described in your submittal
dated 15 July 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.
93633.1tr
Attachment
cc: Wilmington
Sincerel
P eston Toward, J . P.E.
District Corps of

Corps of Engineers Asheville
Asheville DEM Regional Office
Mr. John Dorney
Central Files
Engineers
Field Office
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
I L// lSl V ?, ? .e „?
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s 2 61993
IUL WETLANDS GROUP
STATE OF NORTH CAROLINA WATER UALITY SECTION
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. SAM HUNT
GOVERNOR DIVISION OF HIGHWAYS SECRETARY
P. 0. Box 155.1
Andrews, N. C. 28901
July 15, 1993
CLAY COUNTY 40-IISSUED
SR 1324
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
Rm. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N C. 28801
Dear Mr. Johnson:
The North Carolina Department of Transportation is
proposing to widen and pave SR 1324, Lawrence Smith Road, in
Clay County. In order to construct this project in
accordance with our current standards it will be necessary
to extend pipe culverts in four (4) locations and upgrade
pipe culverts in five (5) locations. At survey station 2+00
the existing 72" CMP is to be extended 10 L.F. on the outlet
end. At survey station 64+10 the existing 24" CMP is to be
extended 10 L.F. on the outlet end. At survey station 80+32
the existing 72" CMP is to be extended 10 L.F. on each end.
At survey station 85+15 the existing 24" CMP is to be
extended 10 L.F. on the inlet end. At survey station 4+46
the existing 30" CMP is to be removed and replaced with 36
L.F. of 36" CMP. At SITE 3A and SITE 3B a short realignment
of the road is proposed and new culverts are required (see
plan and cross-sections). At survey station 38+80 the
existing 18" CMP is to be removed and replaced with 38 L.F.
of 36" CMP. At survey station 63+50 the small spring is to
be routed immediately across the road through 40 L.F. of 18"
CMP in lieu of carrying the flow down the edge of the road
to the existing 15" CMP which is now the case.
All pipe culverts are to be installed slightly below
the existing streambed elevations to minimize impacts to
wildlife habitat and allow the existing stream gradients to
remain as unchanged as is physically possible. The affected
streams are Downing Creek and some of its tributaries.
Downing Creek car.ri.e= -, a North Carolina Division of
Environmental Manragemenr_ cl a ;.-:z.fi eat.ior of C;I,=asp' C.

S
Mr. Bob Johnson
Page 2
July 15, 1993
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, we are requesting the N. C.
Wildlife Resources Commission to comment to you concerning
our request. Also, by copy of this letter to the N. C.
Division of Environmental Management, we are requesting
authorization 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
application, please contact me at [phone].
Sincerely,
W. T. Anderson
County Maintenance Engineer
WTA/ r r
Enclosures
CC." Mr. Mickey Clemmons, NCWRC
Mr. Eric Galamb, NCDEM
Mr. V. A. Edwards, P. E.
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 tours per response for the majority of cases, including the lime 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 those in ecologically sensitive areas, could take up to 500 hours. Send comments regarding Ws burden estimate or any other aspect of this collection of Information.
Including suggestions for reducing die burden, to Department of Deleme, 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 (07100003), Washington, DC 20503. please
DO NOT RETURN your oompletad form to either of these addresses. Compkded 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 Harbors Act of 1899. Section 404 of the Clean Water Act and Section 103 of the Marine,
Protection, Research and Sanctuaries Act These laws require permits authorizing activities in or affecting navigable waters of the United States, the discharge of dredged or fill
material into waters of the United States, and the transportation 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 pubic record through issuance of a public notice. Disclosure of the information
requested is voluntary: however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. If necessary Information is
not provided, 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 (sea sample drawings
and instructions) and be subminod to the District Engineer having jtxiadictil n over the location of the proposed activity. An application that 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. NAME AND ADDRESS OF APPLICANT
-rrern+
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P.0. 50v- 155 1 Statement of Authorization: l hereby designate and authorize
An-4 rewe fh4C, zSgO
Telephone no. during)business hours . act in my
behalf as my agent in the processing of this permit application and to furnishh,
upon request, supplemental information in support of the application.
A/C ( ) (Residence)
A/c rlo4) 321- 410 5 (Office) SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
l uP?t'aAe, analor Pipe, cu\ver?_S It,, nine 0?ocat.ions ot-?
SR 1324 'Lawrence, Sm, 6? RooAI i rn C laY etun11) NC. ?ese. culvec?.s
CaccI S?.rear?, ?1ow o? Dnwnlr% S Creek and some of 4A\e small
Unnonl&4 '-.r%?Lt .ar;e5 of Dewn,?n19 Ccee.K, ?ovvni Ccee, I?QS lit D?.IVt,
CA 0 SS 1 } 1 CzA,iot?. o? C. ka55 C .
4b. PURPOSE

CL
Xo wider ay,\ gave. `DR t324 4--C, me.e.-L cuc(eA NCDOS+aru?ao
S
?6?- -Lyp; C.a[ SeG?io,n. ct nil a? (Igr\men- , - Dr pavecL secorJarl r'oac?S.
Ioc.Aions a?ori9 -Lhe. road. eons?ractior, ProJec'C'
"Chere- at e- rn)ne. L9)I
,
w`nere- ?,? vet- ex?ertsidrs at-4/0(- upjrades litre t1ecessac?
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
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UNION COUNTY % I I 69 TOWNS 175
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N i G E O R
CLAY

ROAD NAME LAWRENCE SMITH
1324
S. R .
0---
F R Q M E.O.P. SR-1325 TO E.O.P. SR-1325
ADDITION
IMPROVEMENT x
TO BE PAVE D- x
P_ POLES TO BE r,!OVED
T. POLES TO BE MOVED
W WI DTH
SCALE
DATE
i1
i
2
O
50t
( 50
9-16-92

' 5+00 5+00
REMOVE & REPLACE WITH
36" L.F. OF 36" CMP (3)
30" CMP
0 0° O•Q - - 4+46 pi
pCpd ? ._ o.
-?-5 O?
Robert Cothern
P-r 0- Box 124
Hayesville, N. G. 28904
(15?
LOY .:ALLLSON_.
RT. " 4
-HAYESVILLE, N.. -C; 28904
CC -
7211 CMP 11 0' ON OUTLET ENO
- >e
PL 2+00 oe°oa - Qea
a ,vo?? - - - e o
a
o
JIMMY MATHESON
201-RIAWASSEE ST.
MURPHY, N. C. 28906-
(2)
50
a
0?
00
OD
00
0400 O+00
BILL MOSTELLAR
RT 1 BOX 1$
MAYESVILLE, N. C. 28904
?3)
5+00
5+00
p
15+00
-MROL-D-- *EL-WN
3587 RIGHAR SON C RGLE _
STOCKBRIDGE= GA-.- 30281
PL 10+80
(15)
10,00

(4)
3
R
-(4}
241---'
CMP
20+00 rl- i 20 r 00
Proposed 70 L. F. of 24" CMP
(New Road Locatilan)
PL
(5)
? 4-
30+00_ 30+00
29+75 29+75
tl:
•R e1- ? ??. Cn'
N N?
lL
5O
25+00 25+00
(5)
PL
s 35+00 35+00
I
REPLACE WITH NEW 15" CMP 15" CMP - NOTE: STA. 34+00 TO STA. 34+50
0 o REDUCK R/W TO 15-' ON RT.
.a o
vae - - - - ° ?? F-OR 22'-x 184 - -SHED
boe - - - OQOg
O
G -50
?
STEVE -SHI-Tit
RT__ 1.
HAYESVILLE,N.-C.. 28904
(} _
50
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30+00 30+00
40+00 40+00
v
}
?y^
Q
Q
a
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d
ap
0 NOTE: STA. 38+75 TO STA. 39+25=
?S 0? REDUCE R/W TO 17+ -ON RT..
QED FOR 261x 21-' SHED
0
.o _ oe
_ you you
Remove and Replace with 38 L. -F.
.
of 36-11 CHP
NOTE: STA. 37-+5(Y- TO STA= - 3&+50
REDUCE -R/W T(? ,17' -: -RT
FOR 501-3t 47' BARN
(5 (5)
Jr 0
NOTE: STA. 35+00 TO STA. 36.00
REDUCER/W TO 15TON RT.
FOR 661x 24' BARN
BARN
35+00 _L 35+00
.1 `
(5)
151 CLOP-?- ADD- 15'r -CMP
o- -
i
5_
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601
10
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0
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' 50+00 50+00
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w
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.? Boa
.
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DAVID-&- D®NAIM'-CIMUM
RT. I- ]O-x
H&YEWILLE-, -N~-C.- 2M4 C6- - (6}
5 0
m 18" CMP arm BEPLA-CE WITH NEW. 18'" CMP
apa - - -
PL 45+50 - - - - 45+50 PL
(5) (5)
45+00 45-+-00
t
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55+00 55+00
-< 50
?
-c?
5O
I
50+00 50+00
f-6I-
F 60+00 60+00

0
od
0
LARRY LEDFORDP.Q. BOX 546
HAYESVI-LLE,_ N. --. 28904-
(7) (7)
if
rJ ?.
PL 554ZO 55+80 PL
(6) (6)
NOTE: SHED TO BE REMOVED
SHED
55+00 55+00
I 4.
FRANK CARTER
RT. 1 BOX 26
HAYESYILLE, N. C. 28904
(8)
PL
' ii "-A '
65+00
65+00
4 L.
F. of 24" CMP
lead 10
.? 2
" CMP ( :
.
o®-?to outlet end of -.pipe
-
-' -
°
- - 09 -"
?
o
f+00 o

e •?°• rn osed A L.F.` of 18"

_ . ? 3 { -Brand

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.
a . Q4O?
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(7)
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?a
60+00 60+00
r 70+00 70+00
15" CMP
y o o '.
L?
-?-5 0'
31?LMA :MO?S_-_
RT. 1
HAYESVILLE, N. C. 28-904
(9)
tY
PL 67+10
(8) 50
65+00 65+00
(7)
` 75+00 75+00
CHARLIE STROUD
RT. 1 BOX 27
HAYESVILLE, N. C. 28904
(11)
5 0?
c?
PL 73+50
JOS_ WRIGHT
RT. I BOX 24-E
HAYESVILLE, N. C. 28904
{10) It
50
PL 70+70
(9)
70+00 70+00
(7)
80+00 80+00
RONNIE SMITH
ART. 1 BOX 31
HAYESViLLE-, N. G. 28904
(12)
NV )v
50
PL 75+35 75+35
(11)
75+00 75+00
C. H. ROBERTS
RT. 1 BOX 25A
HAYESVILLE, N. C. 28904
(13)
(7)
PL
85+00
(13)
,Y
,t
V,
PL 82+50?
? mQ
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(12)
2'"
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(13)
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NOTE- REMOVE END OF BARN
I From,-R/W
Add..l®L F. of.721' CMP
. I w
k-
ooo? to inlet and outlet end.
80+00 1 --L 1 80+00
1
90+00 90+00
?-?5 O"
E.O.P. 88+85 1 1 1 88+85
E.O.P.
LARRY & STEVE SELLERS
RT. 1
HAYESVILLE, N. C. 28904
(14)
' I Add 10_L. F. of 24" CMP to inlet
PL 85+15 rU O 24" _CM _P p,:85+15
Q
(13)' 85+00 85+00 (13)
PL
T
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03 Temporary Silt Ditch .............................. TSo
245.05 Temporary Diversion ............................. ,D
893.01 Temporary Silt Fence ________________ M H
890.05 Temporary Slope Drain with Earth Berm
?- ?--
.........
245.01.. 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 EM
245.04 Stilling Basin --...... ---•------------- -............
Rock Inlet Protection.

896.01

?
Type A ------------------------------- A -- A
OR
-- 1?
896.02 Type B ......................... ...... B ? OR " B))
896.03 Type C ............................ _. C ? OR " C
;larch. 1992
i
TEMPORARY EROSION coNTPoL SYMBOL.
TEMP STONE DITCH CHECK
DOCK.. SILT 'C, BECK DAM
. S/L T $AS/V- B
TEMP SLOPE 0l-?A/IV
TEMP SILT D/TCH
EARTH "EM 8/lNKME/V 7-
S/ L T FENCE
-EMP SFPE4 M CPOSSI N G
I BER G LASS ROVING
P--?*
T
7S D

-<- F G R
' Prooosed Road .....
Existing Road ...................... =---------------
I?.a ilr-oad ...........................
/c\
Cont[rol of Access Line ............... --------- ?
Slope Stake Line .................... - - - --- =.
Bridle .............................
Culver ............................--
lV ooa s .............................
U ?
Telephone Or 'I'elc?grapl? Pole ......... .+::.t;? fl ? WHOP
ToNver Pole and Line ................. -?--- °
Power Pole ......................... .i
EaseinenL Lime ° ..................
1lc?win?; ..... .............
! Rail
Guars
Sanitary Sewer Line ................. - ~--?' ?--ss
Water Line .........................
Gas Line ........ .......... - c.?s -a-
i?i:c?i?c??r? r.xtsri?7c
Chain UnI.: fence ................. - ?- - -?
N o v e n Wire Fence ...... .......... --0---0- -?---?--
Regeneracion .... .............
IRefo -estation .......................
'I'enlporarv SilL Dicch ................ IS.r) 1-1;'
Temporary Silt hens' ................ --r;; Ifr-----ii;--
Temporary Slope Darin .............. T
Brush 13arriei ........................
Silt Check Dam Type A ............... n
Silt Check Dam Type B ...............
Silt Basin TI pe A ....................
Silt. I?asin 7?9)e B .................... 7 ?
• . . . . . . . . -./YT' n }}tire}K .?' Yl.•••1'1? J
toc.k SiIC Check Dam
t h Bern 1 ......................... --i -r -+ - ? . -?
Tetnl). S tone Ditch Chect1`>},',,?? (?-- -l

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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
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 no 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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VI-7 March, 1993
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 / %_o-f--ditch-grade) X 1 ft-
VI-16 March, 1993

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VI-17 March, 1993

ROCK PIPE INLET PROTECTION:
8
e
A rock pipe inlet protection is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The rock pipe
inlet protection shall be used at pipe inlets no larger than 24 inches in diameter
where it is receiving flow from several directions. The 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. This device can also be used
around the inlet of temporary slope drains where space is limited at the outlet end
of the slope drain such that a basin or other device can not be used.
AREAS OF USE:
• At inlets to pipes no larger than 24 inches in diameter where- it receives flow
fio several directions.
• In areas where-it can be cleaned and maintained- on a regular basis..
DESIGN CRHERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1804 cubic ft./acre
• Darn height - 3 ft. minimum
VI-22 March, 1993

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VI-23 March, 1993
q - •
ROCK SILT SCREEN:
F1
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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VI-25 March, 1993
Z, •
PIPE OUTLET ENERGY DISSIPATOR:
••
• • •
i•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 II filter
fabric.
VI-34 March, 1993
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VI-35 March, 1993