19970628 Ver 1_Complete File_19970714

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 19, 1997
Haywood County
DWQ Project # 970628
LTNAA
C) FE Flt'
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
N.C. Dept. of Transportation
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to relocate
0.02 acres of waters for the purpose of widening SR 1545, as you described in your application dated 8
July 1997. After reviewing your application, we have decided 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 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, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will
expire when the accompanying 404 or CAMA 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 except
as modified below. If you change your project, you must notify us and you may be required to send us a
new application. 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) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed
below. DOT shall follow the DOT/DEHNR stream relocation guidelines for the relocated stream segment.
If there is a net loss of stream length, off-site mitigation is required either through the Wetlands Restoration
Program or off-site mitigation. DWQ shall be copied on the stream relocation plans and written approval
from DWQ must be received before the stream is moved.
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 919-733-1786.
S' ely,
ston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
970628.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX tt 733-9959
An Equal Opportunity Affirmative Action Employer - 50% recycled l0% post consumer paper
,MORANDUM PRINT NAMES:
Reviewer: a
CO: JOHN DORNEY WQ SUPV.: s
ENVIRONMENTAL SCIENCES BRANCH DATE: g.b•q?
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***
PERMIT YR:
APPLICANT NAME:
PROJECT TYPE:
COE #:
RCD_FROM _CDA:
REG OFFICE:
97 PERMIT NO: 0000628
DOT-PAVE SR 1545
PAVE SR 1545
DOT
ARO
COUNTY: HAYWOOD
PERMIT TYPE: NW14
DOT #:
DATE FRM CDA: 07/14/97
ZIVER AND SUB BASIN #: 0403 STR INDEX N0: 5-10-1
STREAM-CLASS: C
WL_IMPACT?: Y/N WL_TYPE:
WL_REQUESTED: WL_ACR_EST?: Y/N
WL SCORE(#): WATER IMPACTED BY FILL?: Y/N
MITIGATION?: Y/N MITIGATION TYPE:
MITIGATION-SIZE: DID YOU REQUEST MORE INFO?: Y
IS WETLAND RATING SHEET ATTACHED?: Y/®
4&
?P !
<11
illq? ?J
HAVE PROTECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/O
RECOMMENDATION (Circle One): ISSUE j,9_SIJE/
COMMENTS:
'C: Regional. Office
Central Files
x - x%_ ?t \\ - , _ I' - -\ _ - Y .\_ \_ \ l _\
970628 °STATE OF NORTH CAROLINA
DEPARTMENT OF 1?ANSPORTATION
JAMES B. HUNT jR.
GOVERNOR
DIVISION OF HIGHWAYS
GARLAND B. GARRETT JR.
SECRETARY
Haywood County
SR 1545
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
P. O. Box 250
Bryson City, NC 28713
July 8, 1997
"?'?''oNa> 199',
Ei.V444
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1545, Sorrells Cove Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to the re-channelization of Bowen Branch (DEM Class C) 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,
cross sections, drawings for the channel change, general notes and standards on erosion
control measures, and a marked county map are enclosed. We propose to build the new
channel in the dry, using rip-rap to stabilize the banks only. Natural substrate will be left on the
bottom of the channel to minimize impact to wildlife habitat and allow the existing stream
gradients 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 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.
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.
Mr. Bob Johnson 0
Page 2
July 8, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips and Mr. John Dorney (DEHNR), 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 and consideration will be appreciated.
Yours truly,
C. R. Style , E.
District Eng r
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit 03
JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application 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]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENTAL, HEALTH
AND NATURAL RESOURCES
P. O. Box 29535
Raleigh, NC 27626-0535
ATTN: Mr. John Dorney
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: North Carolina Department of Transportation
2. Owners Address: P. O. Box 250, Bryson City, NC 28713
3. Owners Phone Number (Home): (Work) [phone]
4. If applicable Agent's name or responsible corporate official, address, phone number:
C. R. Styles, P. E., District Engineer
5. Location of work (MUST ATTACH MAP). County: Haywood
Nearest Town or City:
Canton
Specific Location (Include road numbers, landmarks, etc):
SR 1545 - Sorrells Cove Road
6. Name of Closest Stream/River: Bowen Branch
7. River Basin: French Broad River Basin
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WSII? Yes [ ] No [X ]
9. Have any Section 404 permits been previously requested for use on this property? Yes [ ] No [ X ]
If yes, explain:
10. Estimate total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U. S., including wetlands, impacted by the proposed project.
Filled: 0.02 Ac.
Drained:
Flooded:
Excavated:
Total Impacted:
0.02 Ac.
s
12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1545 to meet
current North Carolina Department of Transportation standards
13. Purpose of Proposed work: Same
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measure taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES[ X ] NO [ ]
With Application
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO 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? Have you done so? YES[ ] NO [ X ]
With Application
17 Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line.
D. If a stormwater management plan is required for this project, attach a copy.
E. What is land use of surrounding property? Rural Woodland - Residentia
F. If applicable, what is proposed method of sewage disposal?
Owner's Signature / Date

a
a-

n

V
t
r/

{ ° G
"S z
i is c
M
e
J 1
Lin
-
O
WAVODAM ! C
GAP
jb ?? D 1fLl ,l ?
Jm 1 Z
AD W Rurr MM
i
?o
r
uRt ? cRASSr
.?.\
u rN ?l
C+Irk ?/
SMATHO
J r
`Y,DOUSLE TOP

a
/
} SUGAR TOP „?,
l TM'avE o•ao
_
rar
am 4,930 _!' f l

Gr

D
(
17
R
J ? (J
`- S
TAIRS MTN.
.^ SNRJRNG ROCK
KEY. 6,040
PISGAH
EV. 5,7
Q' . sl
G
O
.WAGON ROAD P
GAP
BEV, 4,57•
PO
1 1 J Jump-
U_ ?? 1 _ f sI l r -- Moo '.1 itt a 3+38
i-
', r VPd1t,Pen a0 M n^
or
To •?i ?'? /NFL ?ti' 1 ri. `? ?' A 1LG
?",??/
Loo t tower so L p
- ' 1 rrer Cove _ i - io0o (N\?J / W
y C 1 \ ??
60;- _ 11 3 0 _ 1
Cyb "A
'I
0 Y?' ?..- • ial^ \? °PJ \,f ?i1 mcN - - .- - is1 -- -- ---
C_ 0
1-0 t-
f - -- -- -- _ - --`: r.'; -- --- -I? ---•----•-/? 193E
u Old Trickely
Church
• °
4CCYuie. Cem
GOJ u it L ° a r Thickety °
/ (7 / \• Q -l n / r/ Church _ y
• // 00 / y - .-. e I? \ ' 1 ail Nl! rir i W
40
4 LANE I ° \r -
wji?
%/ ° Q as L
a _ Pte,, p 3'
° - --_ I 60
p
L 60p?e_ ? -- I '? 0 ?p A? ?. ___ _ o
ter. - - ° '• - , ? _ _-?. e„=_ r ti ?\ ?,;r ° ?: °
Skyland Came i ° A
• raper, • l ".Clyde (Girls) ?+ x ~ PR 60: „•
-\ 1 wi • i H P of i 2572 a
n-- ark 3 d --- ( oo s 2_' 3e
ilok'
• e
• .
,.Sub aU \ . a .a i I O? , \ • \ ii I x _
- /
i? r f?l ?? ./ - .I•• r • i/b y ?Q. ?• •\ ?, /+ ,13o. •A•VenrGre"Cem -
?? -J +-' •?/ I?••U•Igh Sch: • \\ i%?lG `ii=.°'??. °,/ l ?S_•//- _ _
o ,1 • aly ° .Gas °. \\- _ /
Rayne Cemr S
Tratlek,
C( -\ trial Ch'r • • ' •° ?• Traller'Ipark °?
of • e? • , , IL. _ S THER •` iC?- ? 71 \\??
60
_M ?14 4?S 14,
n a? '' n Crawford Memcirial_-- it,
a
it i Pleas nt ,l1,Qem /vim Garde
11 ?? r °1 'Louisa Rl
Fi esl re k
a eo 1` /, ^?? C 11 1(,/ 1v ?? t o ?'
dyay ,.- - ?? -- ? -- 11 - -
1
OL"
r'? -? 0 `', - r? 3 e
CO.
-
ROAD NAME S rrel/S Cove-
S_R_ r
W_0_ ?Q.9yzi??
FROM C?/? v?' Pa £''??i•1 ? c ,r
l ?L Il ?Cl.' ' O DCF
. ADDITION
IMPROVEMENT
TO BE PAVED
P POLES TO BE MOVED
T POLES TO BE MOVED --d
R /W WIDTH
I" =50,
SCALE
i'
?I 5' g' 9 5 ,
3
EROSION CONTROL
DETAILS AND.
SPECIFICATIONS
Std_ # Desnripfloa Symbol
245.03 Temporary Silt Ditch _TSD-
245-05 245.05 Temporary Diversion
893.01 Temporary Silt Fence
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-7A
897.02 Rock Pipe Inlet Protection Type-13 894.01 Rock Silt Screen
245.04 Stilling Basin -
LEY
R
ock. Inlet Protection:
896.01
Type A ...............................: A 1. — OR -- A
896.02 Type B .....•.........? ............... B !El.: OR -• B
896.03
Type C ................................... df]j OR C
12
March, 1992.

?. C
:?. Control of Access Line.'....... • • • •. • • • -" a

Slope Stllce Dine . . . . .: • . . . • • • • • •
'
................
-Bridge.::'...':.. .... .
?
.. :.......... .............
CU IVer,.:..'. J

. ..... .. .
. .
,.• Wooas
: O 0+0
.
..
...
''ele?rtil?li Pole .........
T . . lint nr
P
i1ia'i' -o- 11"1101; ••4- 1
.
Tower Pole and Line........... •.• • •. •.
• '
:
:
l
::
P
N fl,X8.0i ' tL 111ROV b 1
......
.....
..:...... °
e .:
o
ver
Po
-
r!•???
.:...• : • .. • .. ° • • • ; ° .,
I?asemcn-, Liile..:
,
ilyfutiviilj I_iniit' ' ' .?.................... `•-•?",_..`?
•
...................
Guard Rail
..
r ?•
t 1 T
.
.....
..
..........
Sanitary Sewef.Line
--•-=? -'-ss --r --
.....
`'
'
'
Line
'
'
'
t
W -; I- ' l--
..............
.
....
.
.
..
..
er
a
G a 5
___-
-
Gas Ling .............. .
_o
_
fs;C
!'ilOVOSED IS'l'11'G
...........
Chaim Lint: Fence,' -?-?- _p--fl-
.... ...
.
Wire Fence":
W
°°e......°°•••.••°
oven

Reclcneracion ........ • ° ..•... r ° . • .... ° - ?
Reforestation'............. •.. ° °. •.. a ° .
•asir
Temporarv Silt Ditch •'• • • • • • ....... ° •1SED
Temporary Silt Felice .......
i ? .:.......:...... . .
Teriipoi•ai:y.Slope '-P'ahi
Brush L?iri•ic?i• ?'' ?'_? .... --?-??
Silt Checlc Dam 1'yj)e A ..:. . . . . . . . . . . .': n
Silt Checlc Dam 1ype•B ° .'. • ..... • a ° ! • °
Sit t Basin 1?•p e 'A• ...:.:'.. ..:..........' .-?• •
S11c Bashi T)I)e B .'.......•..:•.........
•, o • e . . . . o e a ° e n? fL3 ris.?srs
Roclc Silt C1iecIc Darn .
I? a'Lh D c 1•n1 . .... . «-? ?--? -•-Q a-.?•
Temp. Stone Ditch Check . ....... vI
J1tlIllilj L??):ilil , . 's s •
r, 1 r. rl r1 ?•,O

"arkwu
TEMP STONE DITCH CHECK
RACK SILT CHECK DAM
SILT BASIN - B
TEMP SLOPE BRAIN T
TEMP SILT DITCH -TSD
EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING F- Frx
RI P RAP SS&
G?/?e?C ?D EV?.ey Srd.F/r) E'I/Er1!f" /'?v-t? ' G?L?.viv6•l? JUT tvsrE.? is'?.Gf /?'//LL
,Vd r Td ,S err E
(s. t3.7)

3•
14-
ams noR8rz-v /3R?EA ?-_-
L -rV6rY O e yisrirR8-6M A,fg/l 2pO
oSIO?v
? ....• Use
z? ONLY
• S"/G 7• 2i /1.5•/h( - -3-

B, • ?? ; - ? -= .s/? - % L E.vG? ?/ er- ?/srat'B?`'.v AR?.Q ybo

f
FENCE RESET SHEET
COUNTY ............................ &ywoew........................................
SR ............................. q.15 ................................................
ROAD NAME .................... sQ!MVM. ? 4.Y.4......................................
STARTING ENDING SIDE TYPE OF FENCE REMARKS
4TA_ CTA_
-? O Lff
Q t' O o0 Lft
/8 SO .20''SO
f
I -A
X00 '7AASO LF?

?- 11410 f
f.2 S 1,2486 R. t*
/3 7&s so Rt

2
0
.Sf 00
f
I
III

oo?
?R
4
t
1
cmP
o?o cjo? °
v
,5f60
4-00
P,qUL sorreils
?f o2 8o -C e2 37
Clyde N, C. 0 6 7R l
0
L-3ARN To 8E
'JOVE 0,0/1
5:x./4-woo +o 9f NS
A? S? 4.94y.,s. GotS.To /Greet
IcSOU too
-> X18 ern P
gq A N To t3E
Mdvm-oofF R1w
.s`rA ?fSS to sTA 7 4 g7 _
?I
O
R oucE RVij ro /7
LT, OF q- FROM STA S t7S'
To'Srq 7 fyS Fd ?Z Rock WALC.
a erg
i
0
G
,? ern

,5rocl

O
r?+ Qo ?3S
?21yde- Al,
ISt0O ? S f 00
I
a
i
r

r 0 8
I
4 '
O
to pool
1 114-10
1
(104-00
t
o
fire- gory D.,r,.'c/ Narr; 5
Ao 4o? 3T6 Clyde N ?- -? 8r/?z /
rL
goberfP7-e,,5 er
?f 02 Q0?c ,23 7 cC.
7.2
O
' ?Ofa
O
?b X00
I?
'" cr?P I
rR _

i
v I LX

7,2
I ?
a'
gA i cr?P,? . S7? s0
I5r00 I ISf00

r
- as
na-ri' S £ Ta- n'1 e S
?.4-2
J
e ly 7 2 1
? ?5?-oU
i
v I LX

.44
01
I S

?
0
R ? ? 6o 74

a
9
30?ao
I
17
304-00

Ile
s ?S'?JTa me5
? 60o 23 ?
s
O

O

I
? DSO
I
emP I
25-/vo
O
9
0
? 13lL
lilt : .y6 IM. do
70 ? 179r
174J
M
? o .lot L141 p
h L1
(•
&00 LISA Iju
13!! B
$ 1113 ?? 'CA
1117. '?' 329. •H lii>L v°°?
•? 1!1! ld p5 8
i ?5
Im 417 ieso a IM
?. .. ?t•? 17!7.
'O ; 9 jl"
$ 1411 13u
i
i
117! I pS uR4A1+ ? 1777.
1377 \' eN
!?i R?IV?EsR
FCA 1712
WPSyILLE LV2
i-L4 PHI
JUN
-50 POP. 1,642 SS
00 0 L 1 OSLO L24! 1142
'? 1124 1.2 .16 n' .04
.04
a} S'A:1 05 oR o .0 14L 137_
l ,.... CLYDE m 10 s73? m o z g.lo $
1.U4 '?•' POP. 1.008' s .io 7° .r ?.o
1322•%.;::!, °.. IlQ Qr: ?:??:?;i:{:•? 4
?dM bun. Rd. h n1r? 2;. .10 .....?.::?::?!. 12113,
oy,.: 0 '37 ':;;$1 11 4 ^.1 '?y.'( N'C'!R•:i
14
All
1!1
\o
PAS - AIR
\
131.1
LIII
0
129L
Lill

LM
rr:t
11"
so
1
1493
"
i?
1i.2
l
Q e •. Pei \
? ivr.o ?1
:J . JS
;?? i1w 'o l 05
?V01 a ?7
S
?S _
EROSION CONTROL
DETAILS AND
SPECIFICATIONS

Std_ -4 Description
245.03 Temporary Silt Ditch ______________---_-------..?_
245.05 Temporary Diversion ,o
893.01 -Temporary Silt Fence _------ ________________
890.05 Temporary Slope Drain with Earth Berm .......... T *'-- `-
245.01 Silt Basin Type A - . 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 _ :D A S
? .
897.02 Rack Pipe Inlet Protection Type-6 ............
894.01 Rock Silt Screen
------•-----
245.04 Stilling Basin .-....................................
Rock Inlet Protection:
896.01 Type A ............................... A ro-1 OR -- A ]
896.02 Type B .._---........ ............ B .. OR . B
896.03 Type C ............................... C 0-- OR .- C
12 March, 1992
Tarr' - ? STr?-?f :!C•? _?i ? :...Nr::;Ar?i•JC?. -Mr.><..r ?-?- ? ...?•-; `?" c-?v _.' ?+?^'
JaGrr Jt ° `•n•"a?`•?• Z ??? Y .Y!•??.; ?} .tT`.,.•!y's'??':.: .•z z•? `:•'?%,?pJ•4M,:??C??? ?SS•b ?.? +r`t..
?^`.r ?• .?.•?'.•i ?:.± 'a tr.. '%?'•.:?'=""a'??5 ? 1+• ? :.K ,ti..LS-.:.?ti•?''?R'??r..? ?s??_T".?_? • -? '.
?y ?? •44= ? r: - ? ::?_ .ts?Ar? ??r ?r3 ?1^y?' ) x.44" ?,i??, •'•??i? ?•r4 "r :.a.
.. ? rte` :i.•. r'+ ?•=:, '?"'•;.',.. _ ?'?? • "" - b
lit U O c
Oll
?c
? Ztu? f ,
' IclQ
' 14 Marcz,1992

. o
TEMFoRARY SII.T 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 fl6w to protected
outlets. Silt fences nerd 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.
Duiw CRrIEtIA:
Marenal With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Stee-? posts length 5 ft 5 fr.
Post spacing 10 ft. 6 ft. maximum
-r

17 Marc:, 1992

.?f

z m
Q
I Imo- ? ?
I I ?r
U
_ o W
en? ----- _----' oc°-
m= rnz 1-
s? f ,z ?m J
-C C4
cz .s I w3 V) e
1--c
C
=F C V Cp C Zr
?? G'• ? I I? ? Q t
72
0 CL =0=
c< I s ?O
5 in ? r
w z ?a
C _ < C LL.I LoN
i=ce
I( I I __.
"
C.. z z a cn
s
ca.
Ile
R\ ?_ ?? Zww
w <1:
p .• ? z ca . E- ?.
y .cm ci-'?m` ?I?u1
Q< <<? C?3<moZ? ?C1
C7 C w .•. 0.
fsl. U7
mo tnP.1G'3ZE-cpt@"?E=47 Ol ?C
(ni Gm ?..3eme?;?ymE-vU ?,tr?l ?c
tAj
3 z O V1 O c+. d< Cl L?JI H
p, .. WI
crt
IT,
Z1
1 8 March,1992

TEMPORARY Rocx SILT CHECK TYPE-B:

A temporary rock silt check type-B (also called check dam) is a small daze 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 ale 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 C? nmuA:
• 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.
i
27
March, 1992

Q

W h- ...
C 1c;
W 41¢ ?Cc
z -J O J? G
t-JQ2
cnO2D2Z
C
'
W
••
CCU)000 ~
w
13-

m
0
m
°
2
2
z
0 s O

SD• ¢W?• C ?
-

m
N -an u co
w
cn¦ O?-tL•
WO Oft
4
W
Z=WL6?Lww
OWN ztn (n
g:
WI-¢G1-O¢ r- i LLI
T
U
?- (M Cou¢2tnU
= . -
z ti
-a U
W .
. Y
Q U1 f

a c n W ¢ L=Z
¢ W ui
ti
i
m
CL
U ==..;

LL
O U.
O
?
?
¢Cn
Z=<
cn (n C ?
C

m m
I-
= t>
C_ - .,
?

a

C v
z CL
'n
C LLI
¢
---? s \
o W^
(n Q -.? s cn C
z
-J
J ?
•
cn w NC
??ll N
N
v Q? (=?

o a o !
U
?? ¢
U
I ¢! z

h a LLA

z1

?
y? I o

Y
zl¢I
28 March,1992
Roca PEE INL= Pxo=cnw TYPE-$:
. _ _ ? _ .- - - :?.°.°?..`3:•?? ;ms's' :_ _ - _ -
A rock pipe inlet protection type-B is a small horseshoe shaped structure. The
type-B rock pipe inlet protection-shall be used at pipe inlets which are 24 inches
and less in diameter where there is insufcient space for a type-A rock pipe inlet
protection wirh storage arcs. The type-B Fock pipe inlet protection ut<'uzes class A
stone lined with #5 or #57 stone to protect drainage pipe structures by impounding
the sediment laden water before it enters the pipe to trap sediment. This device can
also be used around the inlet of te:nnorary slope drains where =a= is limited ar
the outlet end of stove drain such that a basin or other device can not be used
AREAS OF USE:
At inlet to pines. no larger than 24 inches in diameee: where it re: rives flow
from several ahmcdons.
• In low flow arts where tight of way is limited.. r
DESIGN
• S t rucmral stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1-5 fL minimum-

Ma=h, 1992
?tiy . ??° ?? ,r ?_, .:...t.T'• ..... ?- - .may....
•?`'?'. h?t4 ? ??1'Z.ney?..:?' ? -?=-s.. ? ? «? .? ire -?+? '?i.r?i 1?..?"'?"'?'i'?. ?''?q w.???i? ..
.y?C.F? Z m n
4=< pi30..?..ClG
_ N Ctrl
O 4lC V 4lGCC .?,s raCj
t .?? <CiQtn rn Lti
CSC =4l,FZ F -Ga w
O O?J? C-CG?O 'ca t
V p fr- s?3<?p?=t3C E-
C•??<:nCC?taltyl??iC:al 3 ?
O &2-'OCC ?e?OCp cjc-=
GtitVE Q VlW"a-U <OF LL I
IL I ' LL.1
Q, f W . a
W .
e W f .? Lr
L&A
L uj
J ?' r
t (n 'l J T W ???•/
f f .. ?. .?. Cam.
f f ¢ ^;
Cl-
:.?
O
Q II O
Lr _, : C
' c ? IIII ?
o w T c:ct
Ci I?f o
Lu I?} I E
l17 ' n
y
36
Mar?.?,I992

T SCREEN:
It screen is a low-level dam structure to be used in streams below culvert
silt screens shall be used to trap sediment transported by running
be placed in the stream below the construction site within the right-of-
Lsement boundary. The rock silt screen utilizes class B stone lined with #5
3ne to produce a ripple-effect in the stream to settle the larger sediment
transported in the stream from the construction site. The trapped sediment
;leaned out before the device is removed from the stream.
OF USE:
live streams below construction sites where construction occurs in or
jacent to the stream.
live streams below a culvert construction site.
here it can be cleaned before it is removed from stream.
T CRITERIA:
ructural stone - class B stone
:diment control stone - # 5 or # 57 stone
am height - 1-5 ft. minimum and 3 ft. maximum ( shall not be higher than
fL above normal flow of stream)
37 March, 1992

i

7A

3
•? W F
aF0.0
W? <caul V3 3 ca ci- ACC..
=7!: C-C p msW Cal ?
pOG7pCG8 CC Cp -G.6
F`0 C'`3. FO?F"'. FWD
-=Cin CFCC C a-JZWa7`C
<O<<= VOV7 OZnpZ
CL ca ?ZC- = ra
O_W O
E-W UZ?OU Omca Ca72FW = 92
F+' SC< CL ?Cm
Cmoo ?Cy?p.3W<W°
t-Q7 -czZ3flW]<aCVZS?t-JCL. M 92
0 2 mUtl7U[?V mcFnCOrS.U u]?G
W
2 ?
S
F?
? Z
0
lL
x
w
a
N Q
SL / N
N
N
O
C
- U
a
N
V
?t
Ci•:
?r
C?
VFi j
Z
W
LLI
U
U3
-1 Zr
C
V
v -z
U ?--
O
Lr cc
=
°7%
L1 c>
Q rFl
Z
rQ
V
nit
Q?
38
March,199Z

1
fir n.M ...
SORP,5LL5 GovE RoaO (SR- 15*
C44Ar4NEL CHj4r4&E
STA. (o+0o To STA. $t5o
N F-W
9+00
8150 Ti'E r,4T.
E,xis-rlA& GhHN46L
9 *00
74.50
f0

hAANEL
,C....J / -
23.3'
T
e'
v?
AN H
\
1
r \
r 1
!c 3`i L c (?.5
2O y ? \ 33.5
e ?
a ?
m
1 b ?
t
717
20.3 % -b9.0
1
1 /
1
1 1 i
1 a
M /
c 3.0 C
\ 23,V ?1 3?}.3
\ I
1 1
I
? I
27.5 31..µ
\ I r
1 r
. 1 ,rI
---25^ - - - -- 1,
r
SloPE STAKE UP 4E
PRoPoSED AE?J ChAN,JF-L
IEMPORAXJ 51+-T FEr)CE
sT?1. 9+00
CROSS SECTIO PJ
a
old ?e?
I- 8' 1

i
Ro 3 e.?J iJ L
1

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
P. O. Box 250
Bryson City, NC 28713
July 8, 1997
RECEIVED
5rp 0? 1991
Haywood County
SR 1545
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
J4'u"
GARLAND B. GARRETT JR.
SECRETARY
ENVIRONMENTAL SCIENCES
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1545, Sorrells Cove Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to the re-channelization of Bowen Branch (DEM Class C) 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,
cross sections, drawings for the channel change, general notes and standards on erosion
control measures, and a marked county map are enclosed. We propose to build the new
channel in the dry, using rip-rap to stabilize the banks only. Natural substrate will be left on the
bottom of the channel to minimize impact to wildlife habitat and allow the existing stream
gradients 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 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.
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.
Mr. Bob Johnson

r t
Page 2
July 8, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips and Mr. John Dorney (DEHNR), 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 and consideration will be appreciated.
Yours truly,
C. R. Style , E.
District Eng r
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC

DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit 03
JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application 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]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENTAL, HEALTH
AND NATURAL RESOURCES
P. O. Box 29535
Raleigh, NC 27626-0535
ATTN: Mr. John Dorney
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: North Carolina Department of Transportation
2. Owners Address: P. O. Box 250, Bryson City, NC 28713
3. Owners Phone Number (Home): (Work) [phone]
4. If applicable Agent's name or responsible corporate official, address, phone number:
C. R. Styles. P. E., District Engineer
5. Location of work (MUST ATTACH MAP). County: Haywood
Nearest Town or City: Canton
Specific Location (Include road numbers, landmarks, etc): SR 1545 - Sorrells Cove Road
6. Name of Closest Stream/River: Bowen Branch
7. River Basin: French Broad River Basin
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WSII? Yes [ ] No [X ]
9. Have any Section 404 permits been previously requested for use on this property? Yes [ ] No [ X ]
If yes, explain:
10. Estimate total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U. S., including wetlands, impacted by the proposed project.
Filled: 0.02 Ac.
Drained:
Flooded:
Excavated:
Total Impacted: 0.02 Ac.
12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1545 to meet
current North Carolina Department of Transportation standards
13. Purpose of Proposed work: Same
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measure taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES[ X ] NO [ ]
With Application
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO 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? Have you done so? YES( ] NO [ X ]
With Application
17 Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line.
D. If a stormwater management plan is required for this project, attach a copy.
E. What is land use of surrounding property? Rural Woodland - Residenti
F. If applicable, what is proposed method of sewage disposal?
Owner's Signature / \ Date
,? a 9
jLs A
n
•? ? CI' LI'
3 d
= g x
cr Q01' I
r?
ar
?+ R
f^ ?V
o` i
z '° a
Y \
?!
o G
`P c ti
0 M
.ID J B
I&A GAP
Is Jt? o ttti Z
JAU
"U Im `
.? 116 wrr MM
R LOA
s y !? .. 1lIL 1 / I N
Lets
JAMRL
JIM
via
?...... !
PN .i LQe d GRASSY
40 Ab
w f
p ? U /N ?e
1N14t?
y.l 1? PA/ H
PHRLIPT.PW CANTON „-.{-?......
(UNWG MP.a.071
POP. I,M1 :: ?i IYp A/ _
i a ,1 s /
¢ ,` xIN"f Pf JJUt ? Z?OCUKK TOP .
SA ?y .e
t?? t+
Weedr / o
} SUGAI1 TOP ;/TvA!Lvi! acLocx TOP
Rev. A,930 eta
• 1,°e
List Z
Sj' ,? Alw? C.ow 4 S7t
.7 to ,
WAYNE
1.leL f : u J.let? rte.
.. IRn
A L Luz?Ii6JPrs6AH
( J 1101 ? 2 .R. sev. 37.
1\ II 9 yuz FS ++t
' ', COLD MOUMA?I !3. ?' w UK
lee.
PRYING PAN M
Rev. SAM rt
7 F' . ?fT
STARS MTN.
..
_.?-- ".SHINING ROIX ? WAf:ON pAO s
'r• HLY, 6,040 27 yr
a_2a
6RNSI,u,;.
3938
v 1 = ri r/ _ Wdjt?Pen ap n o i
ario Top i ?? ?V! ~' i
%
Loo t tower ba L o
- l' I ?• ' ? 1 ti ?` l! ?? p•F? ` / ? 9? - ? ? J 1, - • -- ?c' \ `'? ? -
rrel`. Cove
?- - u• ??
d•
icir y lu q u .. O e r _ 1g ,.
. ? _ - u 1, ', • I d moo, -U n ? ? • - -.. ., \ i • \ ?, 'C
- '-w ----------- -- -???` -- -- IE
?? --- J /• t •it Old 1 ick •a
ti? ` _ / p o CL _ 0 _ V y ° ( Church
a?Ct4re Cam It L
.J u • tl •
JB° sos / ?;/ _ n n' n 1 u i ThicketY ' US 7--
Church W
'-40 i O -
M rye: % -
as 'It
\T
a, ... a ;? • y vl l I 11
\ v ! I :1 ._s-' \f./ O _ ?Cd D• Cem n ^.? ` _ I
c ?? IVER;
?' -_ e?•
'T 2600
- ?' Skyland Como - _PR 60.
• /_, r0der f Clyde I wi iJHO of \ -?v y?_257: •;? •. _.
oe<' „ • ark •^ - 3 . • n \\? ( / / ; °' ?sco? ., r,
• III • ? .i?Wr1 ' i.\ '? / ^ \,.?- J I '
-,.Sub stl "\\ 'O• ; ( - , ••, ill Jl•?sPs? / ?'?-., \ /?\?./ -rel..
_ i '71,1 "; A/ __ , • tl: ?Eo '• t • ` + too •A•Vent?re-Cem
~r !r -'? ?i °?I iBhill Sch:? i. C•. 1°•?I ?\ ?e`G =?n_s - !:. ?/
.ry, ~ Gas - _ - ,? `Rayne Cernt • I.a ?-. •• C.a
Ve'
u. "I P
Trailep- ?? ^1 trail
:?. r?• _ ira:leripar4 ?- - _
11 / 14 14 LS,'2-Z- I` \?ia°i 1 _ •' ; r' ? ?, • rr•'?` , ?---14 ai r'i __' ^- -
If,
6011. ••4 11 •°aJ ( n \? (u. ?; :m ?'
?
-All
u i t w*`•
n o? - ' • > is q, CYawtgrd eraoriaL
I - „ • Phasant WlQem
'Gard ? / .--?.e?. •--?- ?' ?
!Loui?ta Of- `'?" ; ? I? _ ?' - •¢.?s1? ?.?,• ? ? ?eC, •!` `` / Dl's/?0p4• ???/??;, / i/% r/ ? 1
?', (/ 1 l 1 ' •/ Wat Fi eat req 33
? ? i / ?l L 3 801
?; .-?-, ? ..ice ? /% irly' .??f • -?.i '? i.1 _ ?` \ ? j- _ _ '-
"`'' : iii /•\. \? : I ?,,? % =z3??-? ,?l =`
\• ¦ '„ \ti I _ • I ^= ! r _ \ • Ilya -?_' ?„ ? -- -i_?? ` - (t' (? I /'`" 1?.= -
- _ o -• r ,I _ - ,? _ \ -
OLI
- - = - p
'v 0,

f
?l /l,Joad Co.
ROAD NAM rr 1/S Cove-
S.R.
154s-
W_0.
FROM F14 r' Pd ?f v? >> ?f,?,1 oe ,-w
ADDITION
IMPROVEMENT
TO BE PAVED il?
P POLES TO BE MOVED
T POLES TO BE MOVED d
R W WIDTH
SCALE I" =so,
6-zs-rho
.?R rc
I'
5' 9g' S'
3"
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
nPsnripffon si.
245.03 Temporary Silt Ditch ,,,,,,,,,,,,,,,,,,,
245.05 Temporary Diversion ,,,,,,,••.•, „•,,,•„
TO
893.01 Temporary Silt Fence ,_:,,_,,,...
890.05 Temporary Slope' Draln with Earth Berm ... «- •-
245.01 Silt Basin Type A '
..............................:..
...
245.02 :Silt Basin Type B ....................... .................
892.04 Temporary Rack 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 T e-B u
894.01 Rock Silt Screen . an
245.04 Stilling Basin ,,,,,,,,;,,,,,, .....
........................... Vill
A
Rock Inlet Protection:
.:
OR ..A
896.01 Type A .......................... ...._ A El
'OR .. B
896.02 Type B . ............... ?.......... .:.:.. B11
896.03
Type C ......................... .....? d 'FED •- OR •- C
12 March, 1992.
Will
. Railroad...:::... ......... ..:....... c
Control of Access Line.'. ......... A
Slope Stake Line ?• ...:... • ........ - ,
?-Bridge:i ?•:.• :.• • .....:.'.'. .•......... •
0 J40 1. 0+0 Or
,.• Woods ...:.: • • •.•... ..............
Telzpli?nt or Telegraph Pole ......... i1:\??'I' •-o- ?rttot" -0- 1
Tower Pole and Line......' ... • • • • • • • • -~ ?
•?;ToNver Pole ..................... 1EXIST S 1 (vitnt' b I
.Easemcsil- Lille. ' - :
• ?jrJtYill? 1.lI11iC'.':?.•:•..........'.........
Guard Rail ..'....:.....:..........•... t T T
Sanltary- Sewer-Line..:. • ............
Water Line..'.'. :..' .' ................. . -----; ?- _ ' t--
Ga5
Gas Line .'........ ; .' ::............ .. "1tUl'U51?:U EX I STING
Chairs Link- fence *% ........... • ...... -?
-{gyp --•?,?- --v---?,?
Woven Wire fence":.. e ........ • • ... • •
Regcneracion....'..: • . • • ,'.... • • . • .•. . a
Reforest-ation Tenipol'LII•v Silt Ditc11 .' .... . ......... . Temporary .5 it t F . • • ...... • .... -?,-a---- i s-----9 9 ?-'
r T I
:
Tempo raiy.Slope••Draiti? ......... ... • • . .
. r
.Brush L?u•l;i??l' .•:'' ..? .. , .'.:..... ... ?....% ?- _ --?-?
Silt Check Dam Tyl)e A•.••: . . . • • . . . • . • :: n
Silt Checlc Dam 1lype•B , .'........ v ...
Slit Basin Z?•pe'A' ...:.:'.. ..:..........'' --?• •
SLIc Basiri Type B ?.'.......?..:•........ .
Roclc Silt CIIecl< Dam .... .........:... . a?a-.da?.?.?? :?'.° . '•'??
Ir a r 1.11 Dorm ' ? • ? . • .. .. . o-. o Temp," Sfone Ditch Check ......... ,?
Slllli???;

.

TEMP STONE DITCH CHECK
RACK SILT CHECK DAM
SILT BASIL - B
TEMP SLOPE DRAIN T
TEMP SILT DITCH -TSB
EARTH EMBAN FJMNT
SILT FENCE
FIBERGLASS ROVING <-- FGx -
RIP RAP `gam'
L y?Gk ?D EVE.eY STd.E?}? Z-I/Er??r ?iV 7 ' G}L?,S??V6.U dUT LU,YE?? if?.?Lf' AWL
\ 7'
/vd? T Td s GAG E
• .ri?.7' des/.v - / 1.E??Gr,Y or= s?isri?,e8r.-.v /?R?/l
• /_ ENG r.Y of yis rte. IMM 204
2T'
\ •.

-S 7
zr
3 • (s. B, 7_ l)

_ oR EROSION USE ONLY

LE?vG?:?l er- ?isra,E'BED AREA ybo?
Gd:yG7?? v.? .v?s?ueeED /IKEA Sea

r
FENCE RESET SHEET
COUNTY ............................ AY.woo ........................................
SR ............................. i -5 15................................................
ROAD NAME .....................AVYi1MA 1? v. I......................................
STARTING ENDING SIDE TYPE OF FENCE REMARKS
QTA QTA
-?- o Lff
4 •t O oo ?Ft
l8 SO .20 ?Sd L F t
X00 ,?`fs0 LF?

+ I ?l0 f
A24.2 S 480 P. I'
i3?s ? so Rt

s
?

S+00
I
S ?' 0 0

i
l
?pO nV
UR
p•
f
I '
4
, r
I I
I I
CIO
pfo0 I °" 4-0O
9RUL sorr Ids
'?f J- go )C.23'7
Clyde N• C. j87, l
0
M ?
S4 RN To 8E
MOVE 0,41 J
54,4.9,Loo +0 q"145.
I c 1-00
to A00
?
8M R N To RE-
MGvir p o {F RIW
S7 ,
Srh ?fSS ro 5 rA 74

O
t?t 0u cE Rlu To / -2 ,
LT, o f FROM SrA S t7S
To SrA 7 ty 5 Fa R Rock UAL L
,5:oGI
1
demp

K
f r
• I5t0O
O
cJvd,'?? ,4
Qo,, ?3S
?r
1Stoo
r

IN, C71P
T O ? s
4 '
I
I
O
/0 X001 I IO?oC
k
o
Oregor
y DcL r, i'c /
Aa 4.3 o.4 33? g
C l yde /V' (f - CIO ?oberf P T?Sfer

?t Qom X37
cC.
Clyde ,?.C-.ZA7:11
O
?O fo ? ?a x.00
45'
I?
" cr?P I
IR _

J ?
r
v
I ?
.
N?,?l eL?rK
A?36
4
I
c?P? Sf so
I Srnc?+ 11Sf00
:s
k
1
na.r,' S £ Ta. ?'l e 5
a2?72 I
UIO

I '.
I

i

O
CA,
2 L2-5
o I'
/ OI

.s

- 30fao 36?QO
45
I
Ile
1 .
I
A/ 9 7j,
O

0
f
? a?ts0
1? 0
0
I25?vv

5 r '
J
11lL • y LLL d0
z ?7° R y '?
e3
LUI
1a1.
p i 00 11:1 Im
111 ? rCA Vill"-?a
/ o FM
I liu u
11111
eIC"
1 1L 47 111 LS 1fa Ay
40 T9 °b al
$ 1111 1111
11L I )pf j u11We ? \
11N ?~ R1VBR MMM
1? i C A llli 1
0 -
y1 Q\0%? PHIS I1?
.50 /- POP. 1.612
Lo 05
C? '3
16 .08
3 •' 1111 1141 1 7.
126L JO&
Ilrl 103 .01 0 1]MII ;. I
- !!1,
CLYDE
POP. I ,008
1111
?? .. ?..?%'?? try 'OJ ° •vw.?
1l11
19
1114 LI21
=1 N
1412
Im

79 0 .017
i 111! 11]1
1711 70 ;N !
1121
Ju
L21 E
1l94
ipS ''s
1221 .?, SJ
117l'10?1
30
L.N.
1
1
1u
715; 1
L.. V •y 93
lls

• 1
J
EROSION-CONTROL
DETAILS AND
SPECIFICATIONS
S,Ld-
245.03 Temporary Silt Ditch
245.05 Temporary Diversion -----------------------------
893.01 --Temporary Silt Fence-
890.0-1; ,.
------------
Temporary Slope Drain with Earth Bean -- -- ..........
Silt Basin Type A .-------------------------------- AL
245.02 Silt Basin Type B _ _ ........ _........ 7
892.04 Temporary Rock Silt Check Type-A __________
895.10 Temporary Rock Silt Check .Type--43 _____.?
892.01 Temporary Rock Sediment Dam Type-A ,___ REM
892.02 Temporary Rock Sediment Dam Type-6 -_- ?...
897.01 Rock Pie Inlet Protection T e-A :D A s
897.02 Rock Pipe Inlet Protection Type-8,
894.01 Rock Silt Screen
245.04 Stilling Basin ..-----------------------------------..__.
RLEJ,
ock Inlet Protection:
.. _
896.01 Type A • .........:.................... A OR .A
896.02 Type E .._----=--.......... ----------- B -- OR -- B
896.03 Type 'C ............................... C -- OR -- C
12 March, 1992
a ? ?,;? a? •-? r+•i.,aa+R+T"'e'-???T?? w?.• ? ^? • -•.%s-? L??::.?.°"SFEa%e?TM'•!?S.3i 1?•'117? ys -
,• ± .t'.'w.r K- ? w.i• ••{r r.?.is?„'r,'? ?. n+??' .?!•- •;ti •"'?h••: '?•.? ?? ""`+•%G?? ?? 1••.? W'
III ? U
' Zr
_ ,.
.. N O ('?? .r ==
•a _
14
M?z.•Ioc_ .
?? 4 • l
- ? J

TEeoRARY SILT FENCE:

-I-H-----H-i-
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
remaining the sediment. They may also be used to divert wale: flaw to protected
outlets. Silt fences nerd 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 stre.-mas, ditches, or waterways.
AREAS of Usm
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
Daia,4 CmTm:uA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Stec? posts length 5 ft 5 fL
Post spacing 10 ft. 6 ft. maximum
?r

17 March, 1992
r ,
f
?f
s
3
m =
GaOC tv
? v
s '
F ?'a
f
< m
s G?
C.s G <
C
a
a?
Z -.
<z
F
3c
c <
F C3
m O
a a3
2
?.3
1
c?
E- ?!1
>1
• CGS
O!
z!
W
Z
W
LL
F?
J
V t
0
Z_•-
T
Q f
Q
l-
I
O
H

' V U
•
11= ?z

<x

z
y-
f

' -?
I C
tai 3
? -
,
1hI

I I_
a.
I_ I
o: <
?- III-

?
U
?- ° i I I
s .

i ? •Ll
C7
Z

G] < V7

o?n
c_ w
=ev
? I ?mw
Zy
I ca }

t 3 .:_ _xG4
<<
<E

t - t..
3
?ra?CC
-
m
ri3m v=m-- ?-

Z
C
Z
Cal
.i
F,s
t'Cla w
U
-.
:3FL
iF
?

..
0ZOr4?tisZ?4i'
3
ow ccs
44

18 Mamh,1992

TEm,oRARY Rocx Sa.T CHEcx TYPE-$:

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 stabilizers at a late. date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They a=e used in ditches
during construction where -the grade meets andlor exceeds 3 %,
AREAS of USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DmS N CRrrauA: .
• Center of rock silt check shall be at least I foot lower than the outer edges
(top of channel sides) . .. .
• The spacing (ft) = (3 / 070 of ditch grade) X 100 ft.

27 M=h, 1992

? G m

mu
+tD
w . Q
Q
f-?¢2
C W
;x
W m
mz?w cn C
.
¢ -•, z
C!2=X( m C LLt
L •
? F
- CL
a- LLI
w-<n ¢UCm
(no X -u. 'W W ~
w0 GCt ¢ w
Z2 l1tLII.WN m w ?? •• U
OWN Zcn
w1- +

N f
? '
T
v CU¢ZU7?
O + U
?- W z w-azo
i Ad

~•

W
G
C
?S a N
W¢ = C::=
a
w
W

c m
a.
r
U -=-
;
O E-
_
U-
C LL.
D CL
??,
A
4
Q
}- Z,7
W
t!? W
to
?'-'
? Z C t7
C
Q
m m ? ? f>
_ O
\ CL
z
3 , o r =
+
L?
`% U f • U Q ~
.\
'- W^ WC Q
Y
u ¢
U W N p
(
n N L
Q
., a. o ? ? .
cr ?

?? 4 I cr.
U <c
m
I?

LLA LO
a
I4
z1 ?!?
ct • .

?
?

• II
I
2t ¢1
28 March,1992
Rot= Pnv,? bm.L7 PR017- r
wed s=actm, -'the
,. e $ is a small horseshoe
A rock pipe inlet protectioa typ - , itle inlets which are 24 inches
rack pipe inlet protecaon•snall be used at p ipe inlet
Hype-P _ where there is insu?ceat space for a type :4 rack p
and less in diame-e-* a ?' ock pipe inlet protection iutisizes cars A
°e =et
Tae ? e i.0 smicmres by impounding
protection with stcra= rottet drainag p
stone lined with 1,15 or #57 stone top t. Tais cL-"= can
the sediment Iaden warms before it ==s the pipe to tray nth cc.s limited at
also be used around the inlet of ten- by '°e other de<iice can not be used.
the autiet end of slape drain such that a
AREAS OF USE: diaxne- wae:e it re^.,.Yves flow
• At inlets to pieces na larger than 24 inches is
from several ahmcdons.
• In low flow aress whew 6fm of `aV is limited. .
• S trucmral stone - class A
• Erosion can=1 stone - z 5 or 1St 57 stone-
Dam height - 1.5 fz minimum-

1992'
• :yi..:i.n -- - .. •.= .- .. -: a ?.•!'?t?irr?'S.r^-'•y:+•SAr!f.? xL;:ws.?:?,?:.::?r,.? i
• S2 O . F C. ? at
G < G.
.4 :a
O C.2C ca
.F fiif3f+.
u7FC`ZyQ? J+?`GZC
<y<+ <C,34y ?O? rg4i .
C C ?-• 42 . e- Z E.. ' • 42 4i
+J G? C ?.iZ
Cs?sy=??4 --cw=- Cpl 3!'`
Cal f..:7 a F? .: + C 7 e- r3 Q
C ??000 ;-O CO VF.
=GQE-V 01oc".Q 'tOF LL I
UA
W x
- 1 r Q
e = ?. t ?r? • U.3
Qn V9 t ltt N
r r ? r
r , L r
r
c '
Q
L
F
Lu
c(n
C •
w
N
' m

LLI
C-

C

LLl

LLi

LLI
o
_
a_ E-=

U = F
LLi U
? O
C

C.Gl ?

:.4
Imo,
'
•.
3u3 ? E

r?=
'ZI

36
3bf.l rr- 1,1992

•
SCREEN. {
screen is a low-level dam structure to be used in streams•beiow culvert
silt screens shall be used to trap sediment transported by running water
e placed in the stream below the construction site within the right-oi
ement boundary. The rock silt screen, utilizes class B stone lined wide #5
ie to produce a ripple-effect in the stream to settle the large: sediment
ansported in the stream from the construction site. The trapped sediment
paned out before the device is removed from the stream.
IF USE:
ive streams below construction sites where construction occurs in or
ant to the stream
ive streams below a culvert construction-site.
ere it can be cleaned before it is removed from stream.
CRITERIA:
zcmral stone - class B stone
H=nt control stone - # 5 or # 57 stone
m height -1S ft minimum and 3 ft. maximum C shall not be higher than
:. above normal flow of stream)
I

37 March, 1992

N l . ? .V

? ? C`F Ss
? CE-Gl2 p?tOZ. <?31t
h Z !? C. O [- 0. ti Q F O
.3
f!]
comczfa: zc cn _IL
fns Z Z ?z. G.
?
-J...?fa7 Z
ZOO-?? Q
tj 0=c
cm t-C
+. C7 Q. O fat E,. Z Ca P.
. = 42
C
F:.2 fiFpm?fa?Z??y?faZQ
cj C- :
OOC -4&3 ? FC6 gym
G jf.2siiF<?<F
ca 93 -a 92
1-07 ry Z<Z.T.d'4m=c=VZ3?
O WQ`OO? e?CCO _fa"f+l
o'. .siU7tUFV fAy4.:i.U ?.d
• f
38

.if
Oi
C?
? Z
u
w

'6 (1) t?:

c?.
vex

CD a:. •
Lz <
Lr
CCc
Q as
Q Ci

x 0
w Q
a

`t at
? F
`l? (?
s ? t
?
?
1 O ?1

V OI I
p7
C1 U
? ?
.
n
?
CCJ
I ?
?
V }
rt F',i,i I p ,

P c' ? I
t
M=h'1992
I
4
t
i
I
i
• SORRELLS COVE Rooo ?SR-_154'5
C 4AnIOGL. CNArIGE
STA. (o+oo To 5 rA. 6-i-50
N EW
1+00
8 +-50 TiE T,4Ta
F..A%STtrlb ChgNN6L
9+00
7+50
1.0

hMAEL.

25'
AM N
t
t
1
I
C. 31 C.
2O• q tl 33.5
t
t
u
o
' o
r- 7.1 t
20-3 -b4. 0
It
. , T r
a r
r
t ?
m i
17
- - - i c
3.0
I? 3M.3
23.6
t I
4e 1? 1 1,
1 '
t I
27.5 ± 34.4
r
r ,
I ,
r
E
S1oPE STAKE l.l,J E
PROPOSED NE••J CrhAnl,JcL
IEmPORAZ/ S,Lr F6rJLG
.? ?- - STA --g +0 O
CROSS SEGTI o n1
ald nle,o
i
i
? Ro o? e..7 ?JN L
MEMO
DATE:
TO
a It)cvy 3K,

SUBJECT:
?7v?a

y713
f!u,- jai - (j j
From:
5 Ar£
North Carolina Department of Environment,
oG ?sr ?ti;
Health, and Natural Resources printed on Recycled Paper
•?'Y %nM vM??
tle- q%
State of North Carolina
Department of Environment, LTZINWA
Health and Natural Resources / •
IT - -
Division of Water Quality
James B. Hunt, Jr., Governor p E H N 1?
Jonathon B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 19, 1997
Haywood County
DAVQfProject # 970628
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
N.C. Dept. of Transportation
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to relocate
0.02 acres of waters for the purpose of widening SR 1545, as you described in your application dated 8
July 1997. After reviewing your application, we have decided 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 Corps of Engineers. In addition, you should &et any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will
expire when the accompanying 404 or CAMA 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 except
as modified below. If you change your project, you must notify us and you may be required to send us a
new application. 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) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed
below. DOT shall follow the DOT/DEHNR stream relocation guidelines for the relocated stream segment.
If there is a net loss of stream length, off-site mitigation is required either through the Wetlands Restoration
Program or off-site mitigation. DWQ shall be copied on the stream relocation plans and written approval
from DWQ must be received before the stream is moved.
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 919-733-1786.
Sincerely,
A. Preston Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
970628.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

STATE Oi: NORTH CAROLINA
DEPARTMENT OF TtANSPORTATION
)AmES B. HUNT. JR. DIVISION OF HIGHWAYS Garland B. Garrett, or,
CORNOR SECRETARY
TUWOPZZR TRAN TTAL COVBR SMT
DATE : r II -, I W 7
phase deliver the following pages to:
Depast=mt
Addtsun
Or
Phone mmmer : ,0919) -33 - / 7&
This teleaapy is being sent by:
Naas: / 1'ur aiyMc,

BU MT CODE :
TV YOU DO NOT RBCBIVB ALL PAS CLEARLY,
CALL ah= AS SOON As POSSISLR
OUR FAX NU MM XS: 704 - 408 - 3510
VLZMX COUNT VA=9, (TNCLUDING COVUR SHBRT) :
>? S rr 154.5 J N aui fl [''c5vA 7U (PRO
A/dric rr- „ 6Jfs d!?- !NC{?i
gNAl
WILL ]= AS,
ANU 40$r A!!??L d
7c Cer''?E 77/45- -10
- ST12cAr•w A LW-A-na?%
GIva rng ed? Go
ti•.? s? w?+ ??, --1 C.,
t&-O' 5 X r 7PC
- ?1 N is !F 7;WS "S
W rz (?rates-rv-nof-j 44p?
s NCDOT-142
q+00
Ex1Ti'YW6 ChAr
8 t?5
7+56
74-
6,.
Fax:[phone] Sep 11 '97 15:28 P.02/03
.5dRftf LLS faVft s-*O CS.R:.1-644
SrA. o+00 7o *7•A. 6+60
A ?J
1
r ?
lot q r- 71
Y;
366
1 ` t
r r r ? w w 1
T ZRr ? ?f+.4'
I I r
1
i
rr
f
Slope STAKK
Pkaposco New Chawl.J??
'rCMPORAXI 51-'r
f
NCDOT-14/2
Fax:[phone] Sep 11 '97 15:29 P.03/03
. STA.
GROSS , ??GTI o ?J ';
aid ?"'
NCDOT-14/2 Fax :[phone] Sep 11 '97 16:23 P.01/01
c
SPATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPOKTATION
JAMES B. HUNT, JR. DNISION OF HIGHWAYS uarland B. Garrett, Jr.
GOVERNOK sfck kv
TB?CO_ ZiVMMTTAL , COVW S> f
?sae: 1
Please daii~ the following pages to:
>lvu?:
Departiamt L>wa
ire"
or
none der : !9 3.3 ?17
This taleaapy..is being scat by:
!Neese: / r/AX-t g?' -
Phone Mwber :,(me.) 4,aa- & S 1
BDDos? CODE :
if Yo DO MOT RBCBIYB = PAW CLLULY
CA" B= as SOON AS VOSSIBLB
OUR rJkX NUNBBR IS: 744 - 488 - 3518
VLZASZ COUNT PAGNS, UNCLUDING COV'= saalaT)
Road=.. e9ux y2=1 w a4 mr-lLf.-
w
S • L 1,6 A)s 4L-ZgV= six ee
"..
r'?a
NCDOT-142 Fax:[phone] Sep 11 '97 8:18 P.01/03

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES 9. HUNT. JR DIVISION OF HIGHWAYS Garland B. Garrett, Jr.
Govswoft SECRETARY
Ti=gPZXR TRANSSITAL COVER OUT
DATE: mac' II f7 w_-
Pla we deliver the following pages to :
N WAS.- Leo.V,>/
Departsrruit : _ Q .. -
Address
or
none Nod" m t (9 1 9 73.3 - / Z&
Tbir toloao" in being Mont by:
14WA
Phone K=dnz : (724?j 1 -
BUDURT CODE:
IF TOO DO NOT RECEIVE ALL DAMS CLNAn Y-
CALL BACK AS BOON A5 V05313=
OOYt >fmc mmom I$: 704 - 488 - 9519
VLB718>R COMT IpA=S, (INMVDING COVER. 9922T): 3
A,V
A2NMRIS : zvmw -o- 7u i s is -Nt Px*Qgz d y-0 Na dp)o
e-
=,o -m5z? 154-5 m/ CIau?rru ( -*c'7Q ZS
A/oncr lK A? So 7,"4r -me7
/yELJ Cf??J?/N62 WI LL- 73E AS LQ& -A 0' D G'duNiS/&Z., J/
7?? A,V,G
7a C 76' -RwFt,E" A?RFC-r' M?xria?
?.oCA r ati/ S-r-x, RcK5 c Coo L tr MC,
%
NCDOT-14/2 Fax:[phone] Sep 11 '97 8:18
SrA. b+ao To 4v-',9. $x•50
-
9400
•.
$*
roo
7+
+
h
P. 02/03
25r
i ?
r 1
+
1 01
Is's
1
,3e, ;
Imo' ,
r
1 t 1
•'1/ 1 1
r . ? r
r ?
r r
i
Nope G-YAKE Lf.41e
%
T¢MPOBAxY ???r ??,??
_. ?. G?aSS SEGTIC N ...........:.... ... .

r