19960633 Ver 1_Complete File_19960627

State of North Carolina
Department of Environment,
Health and Natural Resources 1 • •
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secreta ry p E H N F1
A. Preston Howard, Jr., P.E., Director
August 6, 1996
Haywood County
DWQ Project # 960633
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 to place fill material in 0.03 acres of wetlands or waters for the purpose of
improving SR 1301 in Haywood County and stabilizing the banks of Indian Creek, as you described in your
application dated 19 July 1996. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Numbers 3026 and 2665. These certifications allow you to use
Nationwide Permit Numbers 3 and 13 when it is issued by the Corps of Engineers. This certification replaces
one issued 11 July 1996.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. Applicant is reminded
to use High Quality Waters best management practices for sediment control. In addition, you should get any
other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 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, f /
A. Presto oward, 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
960633.1tr
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
daSWTFo V ??
• 401 ISSUED 9 6
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1301, Revised
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson,
GARLAND B. GARRETT JR.
SECRETARY
`L
,f
"X 6
The North Carolina Department of Transportation is proposing to grade, drain, base,
and pave primary along the existing roadway of SR 1301, Indian Creek Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to the *bank stabilization of Indian Creek (DEM Class WS III TR) and the
replacement of three (3) pipe culverts, we are requesting authorization under Section 404 of the
Clean Water Act.
I am sending a straight line diagram with our proposed erosion control construction
limits at various sites along the project. In addition, a typical section of the road; cross sections;
drawings for the pipe replacements, and the *bank stabilization of Indian Creek; general notes
and standards on erosion control measures; and a marked county map are enclosed. We
propose to install the new culvert slightly below the existing streambed elevation where
bedrock is not encountered to minimize impact to wildlife habitat and allow the existing
gradients to remain as unchanged as physically possible. The Banks being stabilized will be
sprigged with Hazel or Tag Alders to deter any erosion problems. Additionally, the channel
will not be constricted due to the bank stabilization.
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 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
construction and will remain in place until the project is stabilized.
Bryson City, NC 28713
July 19, 1996
DIVISION OF HIGHWAYS
(9
Mr. Bob Johnson
Page 2
July 19, 1996
By copy of this letter I am asking Mr. David Yow, North Carolina Resources
Commission, District Fisheries Biologist to comment directly to you concerning the 404
Nationwide permit request.
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clean Water Act from Division of Environmental Management. In addition, I am
asking Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NC DOT)and Mr.
Richard Phillips (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 trul , ,
C. R. Sty es, E.
District eer
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. David Yow, District Fisheries Biologist, NCWRC
* This is a revision of the Channel Change permit request dated June 24, 1996.
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 03 and 13
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.
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
5. Location of work (MUST ATTACH MAP). County: Haywood
Nearest Town or City: Ma22ie Vallev
Specific Location (Include road numbers, landmarks, etc.): SR 1301 - Indian Creek Road
6. Name of Closest Stream/River: Indian Creek
7. River Basin: French Broad River
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WS II? YES [X ] NO [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES [XI NO [ ]
If yes, explain. *This is a revision of the Channel Change permit request dated June 24, 1996. Bank Stabilization
10. Estimated 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: .03 Ac
Drained:
Flooded:
Excavated:
Total Impacted: .03 Ac
12. Description of proposed work (Attach PLANS- 8 1/2" X 11" drawings only): To widen and pave
SR 1301 to meet current NC DOT 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 measures taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U. S. Fish and Wildlife Service (USFWS) and/or National 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
RESPONSES FROM THE SHOP SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A.
B.
C.
D.
E.
F.
Wetland delineation map showing all wetlands, streams, and lakes on the property.
If available, representative photograph of wetlands to be impacted by project.
If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line.
If a stormwater management plan is required for this project, attach copy.
What is land use of surrounding property? Rural Woodland - Residential
If applicable, what is proposed method of sewage disposal?
a La lP? "? . _75•.0• -ELEV. 6122 %
t
} CANADIAN TOP ^.` !
ELEV. 4,118 :?:.; ? ?3•
LEDGE RALD '?? 4 \??.?•••, „ Iw?.,c
^<
\Suyay^? ` Fork •._ c 1 COVE CREBC 0 R E S T
EIEV 4062 r
i '
7 40
A T I O N A`?'
C SPRUCE MM MME:
ELEV. 5.590 ..\ / ? ?L' •' .?? '<c;tl?:.. Cove ca
a l 1avsF+ o
-1 , ( .? ?• - 12-31 CP 13L
Z it i.3191.
' CP3 - / ,?! GH TOP 1327 4 `
HI
(z P A R K
CATALOOCHEE BALSAM PURCHASE KNOB ,3n .5 1 ? "•
:y
132-
HBKTOOGA a •e 1319
I , I.BOVERLOOK 30 .' `
13
1
S '6 •r ? 1 ? , t
! -6 • 1352 13? ?• L+; 1312
_ 1115 ? 1fi 1111
LEATHERWOOD MM 1314
LITTLE BALD KN08 .9
}T ?i'LlOOCH?... ELEV. 5.677 1ao4 t Iva
E,vo c•
GanAlsrRut-rloAl 1 4 .s ) •
SLACK CAMP GAP '? '? c 1 oa. ?.L, a 1303 1 ! > ! 7 ??
.4.522 y 3_ ..13£'+
1.5
y? P I9
.3 ATf? b 110k
1 i MIRLf .'?A 2P6
J l . - HAGGLE \V7 'E I39o
r. xox 139 .7
1213 POP. 1300 1t14 11111311 ti L
' y d
M1'
LOOKOUT TOWER '.: ` o a ?~ 11212
13 EAGU3"EST MIN:
CHEROKEE"O loco GAP / k' -: "ror;e7es
LxxsTONE (( :: "' ' '
INDIAN `"*O,,°
RESERVATION 19 `'yaEV.4a77 / lB66/N '`;:;, -• ,•
p' Y
O'fs70 HiAZELwoo6."'
° RIDGE 1•Z' PLOTT BALSAM 1.8L1 0`• :::.
III ?" ELEV. 6.20D . ••• f. .
\ \ 4::',
? WATEI1R000 KNOB P
1 ELEV v- <: ,
6400
.2 .7
1139 I
MT. LYH'iOWRY% .? .B1 P 1
!p' T
,f W. 6.240 1117 7.5 1110.
_- \ a1 C
i
. If .44 u 5 Saaaook E.
O
?i. xa a
Ao,
TO STLVA
NANTAHALA
UAL
p 1?
L. •
ty
1711 r
GRASSY KN08
STEESTACHEE
'i ELEV. 51865
LAUREL PATCH
s BALD
/A
M
OLD LAW MTN.:.
NATIONAL LONE Lw
ELEV. 51926
C,
0

?\..\ a ((i ? '1 \ ?: ? ? t ti \ ?, ; 1, t •\?? v I 000 1 \wX ?? t? r f/ UI /\
1111 \ // i, f ?/ V
Qt? / ?:? I / f? IJ \6r•.?'i.., '.\. 1:.1 /ll ?\?( ,? ?`: '\\ r.yhi ? a.?.`^'?
10
/ _ ? \ ... 3934
3933
till
%! \ c 1. ;`t j - do U W
all
•? ac???'}`\,?`• ?.igp0_ = ..,?\?.? .??%r..i•? %. - Pena tm
- _, tip'/ I ?
?_-- /7 .?? ? I w .?. ? f ,:??. \\?, - ???•••? ?_,? ...?• _ ?. 191_ _
??+? ?? ?: ?` _?\?? ?????._ ;1 \f\. ?}?? /??. ?a`4'?' IJ.O-"h'a? -• -!•' _ ? ? 3932
i{ 0: ?• i 1 / j ?' / Jr ti? ?- : /?-- it I (' ' BR' e : i Gi 5 , 11 r
493Q'_50651
,l n+;ti
5065 1 /
110, 304 'CHEROKEE (U.S. 441) 12 MI.X . 305=m•E,
BRYSON C1TY 21 MI.
LE
?.

1r1 r N. / i
1 o
INT[RION-OLOI.OGMAL SUAV[Y, /163TON, VIR61NIA-Iy46 -?? 30
83 ° 07'30"
(NA 174-SW) ?y
ROAD CLASSIFICATION
Heavy-duty. Light-duty s"'s°oa
Medium-duty_._._ Unimproved dirt
0 U. S. Route
T•YT TI -r
S_R-
W.0- b.a?}?1g9
FROM i 3 UU 18 30 To . ADDITION

IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED
T. POLES TO 8E MOVED
R W WIDTH
I
SCALE
?)q +e
13 01
Z
?r
5--1$-9?

5

5
3'
EROSION CONTROL
DETAILS AND:
SPECIFICATIONS
Std-
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
847.02
894.01
245.04
896.01
896.02
896.03
.12 March. 1992 .,
?.
ILI
Pa .rio ion
Temporary Silt Ditch .NN..NN......NN.N.._... •?
Temporary Diversion ,,,:_.N :...:....:...........
-- is -
Temporary Slit Fence •..................
Temporary Siope' Drain with Earth Berm ,•_______, '-' '-
Silt Basin Type A
Silt Basin Type ••.NN_.......N....N..M ................
Temporary Rack Silt Check Type-A ,.........
Temporary Rack Silt Check Type-8 __._...
Temporary Rock Sediment Dam Type ; ___,_•,__
Temporary Rock* Sediment Dam Type-8 :•• .
Rock Pipe . Inlet Protection TYPe-A :D_
..........
Rock Pipe Inlet Protection Type--B ,,...:...N.
Rock Silt Screen
............ _NN...... ............. N......
Stilling Basin .................N_......... .......
Rock. Inlet Protection:
- TYPe A ......._N..N..MN_.1.._N_N A U ~ OR • I
Type B ............... :.....::...:..:. B 13 » QR -- B l
.. ,
Type C ..N ..... ...... ....._...__.N.. C' El .. ? OR -- C
-
•.? •_. •-.: • • • • • • • • r e. • .. rr. •- ?: • • • • r -t:?y s...'n', -y'"r '.?•w..?+'v.-? ?a .per rs s"se•-.ryK, ••st?'t? •a
4's f
":.Control of access
Slope-Stare Line
r
•S?
_-B rids e.• ' ?' - ::-0-0 0 670 0 0 .:...........
• - _:r
0.0
wooas 00
Of.
`:' Telz Ii?ne or.•Telegraph Pole ••O-
... ;
,Tower Pole and Line.....:.. • . . ..• .. It
Fower Pole .:::..... 000 • . •.. ....:, at: .as'e . c ct?ttot? .6-.1
Eaiament Line..:..::....:......... • .: •
• Mawina Limit •.'•'••.•. . . . •. ... .. .:.'. • .. . : . • . .
•'• ?• T TT T J
Guard Dail ..'..?..:................?. • .
S4nitary Sewe.Line .............. • • . --~- -'--55
Water Line :'.'..'..'.'•....:.........:.... .---,
• C•a5 ,
Gas Lini:.•..'.....:.' :..........:...:..'
• I'ItOt'USF.ll. EXISTING
...........:... -?-?- -¢---o-
Chain Link Fence,:....
Woven Wire Fencrr•:. e e .» ........... a ?-=-aa
Re?eneraciori _ ?~
- ,
Refo1•es?:pion': ...:..............,..... • ??•••?\__ .
'Temporary Silt Ditch ..............•.. --- a.5 --- TST)
-Teniporury Silt Fenc:i:.,................ .
Temporal. y.Slope -Drain' , .
.....:••.? .................?
Brush Barrie ? r
Silt ChecIc Dam 1)1)e A• ' ' '
Silt Check Dam Type.B a .:.........
... '
-.Silt Basin Zpe A ....:.:....:?............'
S LI L B as i ri Type B • •: •. • • . . • • • : • • • •0 • • •
:. • . .
Rock Silt ChecIc Dam .............
?t empe' Stone Ditch Check . , ..... ,.. ;

r
r

ONE D1 7ICf-1! Cl-?ECK

. h'ECK DA 17 /
t
. .

-n A

Gpf OPAI1V
.
l
!7 Tso
-
-INKIWEIV 7-

lv CE {•? i {-{-{

r 5 P, EA M Cp 0,SS I N G

?` G ! ASS ROVING
•
• -f--- f=
G R
/P/,6 RA P _

. POLE DATA NPN 6i-X3447.
PROJECT n ?. I G . to L f_ cG ?`'M(? a---- COUNTY ?a _r - os ----------------------- Sheet-- of-
- M- ------------------ ------•----------------------------------
OWNER OF POLE LINE
-
rcLX D/K. IRO" cz"Tu
rR[stNT RoAO 131ST. FROM CCUTIR
rROJtCT DIK• C=NT<R rROJ[CT
AITSR MoVINO
RKMARKS
STATION
NUMRot
LT.
RT•
LT.
RT.
LT.
RT.
•
+ q 3 2Z, 22/ 1z rn025 CMG zs'L+0.9 new
!ot pP Z? 1 2I df ovc Ollie

14-1
aSe me A+
for Ghoul A C) ?kant
q4- +0
00
Meac?owbroo}? ejor4. inL. t
MQ,bb?e Valley ) N Z8.1SI I
O

G vG? ??W For Fcme'e I
4-a 16" ?g?Guc?
2+ ?0
+o !
?b
3+5?
I?

1
I
t ?I
o4
u.;

10

'
4 5
10,

?-t-?k?y Cal ? w??t
(Z+.I ISox `07 ? ar Grcc1. Qua
MaSg?? Vall?,t/N,G• Z87EI 3:?
? To B? REMOV??
0
i
W ; l bet' Net Son
f
?-?, 1 ?jox C?o3
1 nd;an GrcrK {i?.
• O
5+351 3c
t

h?
7W
I:
S+ oo

. c,
5 u++ o o r\ fp j G ?? --
move bea
'y (000 .0 1,ft-
N`45g' ? vatle?f ? G .2??5?

?L
R ; C,k ar8 Su-4Or
R+, I Goy 5 t3 6
?1l1G5? e V gl(cy I\1 C Z $?S?
O

Limp
-idb
i
O
.i
0
0+73? ? _
i
o?
p -F
CoHC C f Q
a
I tv?ov
3
4s'
_
.P
r?
0

PL ?s
I
601

Hc,rc)ld Green
4 -1 nd , n n G sec k. R?.
Maggie VatFci?l NC Z87Sr
L:J
s"e MP
1 s+5o
I r5+-vc?
PL
EROSION- CONTROL
DETAILS AND
SPECIFICATIONS

245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
897.02
894.01
245.04
896.01
896.02
896.03
Temporary Silt Ditch ...................... Temporary Diversion .............................
Temporary Silt Fence
----------------------
Temporary Slope Drain with Earth Berm ..........
Silt Basin Type A
Silt Basin Type B
Temporary Rock Silt Check Type-A ........
Temporary Rock Silt Check Type-B „y
Temporary. Rock Sediment Dam Type-A ............
Temporary Rock Sediment Dam Type-B ,__
Rock Pipe Inlet Protection Type -A
Rock Pipe Inlet Protection Type-B, ..... -_,____
Rock Silt Screen .............................................
Stilling Basin ,........ _.... ............................
Rock Inlet Protection:
Type A ..........6 .................... A .. OR -- A
Type B .................................. B .. OR •• B
Type C ..................... ............ C • OR •• C

12 March, 1992
?..yam... t-,,---
4T!'!=,y: ':ln::r +!r. &•:ar"iJ•:Mti`r'?.'»" 't '.,' ;
MR,
•?=w?y'?'•??j,,.:•?,'?'F,-+i?,?J,.s .?':.-':?•?'??•?i•;??e-!????`S:^ ??:ir•? < ?': T?'1 ?' +'?i.•?•1?+'•?I,?.eC CTZr'+?'?i ...? M^?? w?t?;`?_
"-Z=1?/ j d:. ..? J. ? _ ?Y?.•i's: ;?'v,.w'?.y:/?t?•'?a)'-•= ??•et..s?a^•.• ?r' J !?. ??T•...wa. .yY
•i?•?•1--ti?•. •.•t •arTl',?1y"i1Mt._•3 "•,. _ y
cog,
i.•--.
ate
• Q
v J ?
E-' O F
W Zzz
Un. c f-
?a M i-_
.>
• j N M o Q j
L1
' p Q
..
z'
.? rC
?f
zr
• ? f? o 0
N
9
!Z!or,
114- M=h;1992 '
t
TEuwoRARY SELT 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 aftez 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 C;Etr mmA:
a riWi Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 & 6 ft. maximum
i

17 .
M=h,1992
.-' #

f I-=
zlm
'
III 0-1ri

I f--
z
ex
11= ?z
..

z
w

fn -----=-----? zo
LL
_ of

F0 I-
W
WL? eG]

VV
e a

V
w "'
w3
~

U)
s F x
m ?
Z
92
I -Uj

I f= cr
< wa
Qa ? i o
? ..III o ?-.
°_ ` 0' app
w
w a e ?-o"'_
F=11 E-
wZ z a E
~ o
--- w
--' 3 rn
Cie Sm
zw E-:,
?E
w
'dey daft-
0w a Xp?
¢a:
>t1t M=2wow []
xZ-' aw ?ww z
f = a yc7mx
0
Q
°
z? d? JZ 1,
" E- 4
ed $dfw,wa

y= w r w
CwCco.
?ww Cl) -
m

w off-
t-SCE
mrZw m
of
.4 e
?em °j
0-. w -
aZW
s ¢
Z
m-» wcaZE- o ci

z
< o? 56a. r.<?wciz
Z -
w 'c
?
,. ? z
ora oa..c =< cc ? ?
a e
oz
Fw -
e

1.8
March,1992

4t i
oil
«A?lNn:
TERM ORARY ROCK SILT CxECK 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 CRrraiA:
• 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.

27 March, 1992

~

Mwl-
? I
- Q,
W
Z JO
W
NOSOZZ '
ONU00 W
°- iz
' >
MZOW 0 z ,
JcO?¢?w?• 0
. W
C LW
.. .. , F.. CL
=C
. <Wom
>
c
?-
(no M-U
6 H-
.
ZMWWCLWW W Y
OWN ZN , U

S WI.- ¢ c F_O ¢
F- t!1 J?•+-+F- J W
U O OU¢ZNU ? ? _
w Z 4.--aO• ' U

CL
J
? i

'
e
J '

w c 3 g Q Y L V..
Z
¢ w w ?.. am U?_
> c
?-

0

U.
a

0 J

?

?sLt
Z
OZ ? COC
m t - ?• Q O .
. ~
= ca>
o O
U CD-<B

Z ?-
Z ? E.
•--• N
w W

> / U ?"
_ W

¢ N W N O CC
°J• C> a

o
?? _ _
¢
V
Zf
z
O ; I) U S (¢i Q
?
t
6
7 ?
,

Aa
l

2 8 t March,1992

77
Rocx PwE INLET PROTECTION TYPE-B:
r _ .?^ f.+. ..L:'{»?r~r4ti`w•?..'Y=e? ?CL.,.K7'.4`4`A?
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. insufficient space for a type-A rock pipe inlet
protection with storage area. The type-B-Tock pipe inlet protection utilizes 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
aiso be used around the inlet of temporary slope drains where space is limited at
the outlet end of 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
from several directions.
• In low flow areas where right of way is limited.
DESIGN CRITERIA:
• Structural stone -class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1.5 ft minimum

fi
35

March, 1992'
?... .. - . Wis. {..1 ..• . e?,?.?N?J.. ? ?• Y C? ? i t? •• ? M:' ?l.S.•_i.../t(•C:?+fi?.. .t .- ,?' .._ ..=??'r' T __
r?' ..?' ? r ~• ?s:.. ".? ?y?. •?..•:"-•-. .?? ' . . tY ..>ri ?'??£7? ?'.?.j??6?• 4ir?•i?.r?' ?""?..iyv...
., ? "?'?+'? T.{'e? .•.';?.yr-`•.' .^?•? . ^„''- .r .Y.• /?ih.+Y?•V?',M??wr`lT?.?J'• ?1."'?l.?M ?' :L?.. •".
• :.ri:?i.ir.:."' • :Z-r : f ?..!zs::•a'r?":r.....-+4. ate: _ .. , :•.ys'.•?'
?:.? R...? . +-
? O
A- C6 w
2<Q V!: mo F? _z to
Gl < G1 0 '3 2 LII < 0 (/? G3
Z G'UWmOC Ctsl V1?
FZLOi.,? Z fO?Zy: CUV,
CO CL. cn
?IC?O ZG7'?ZtUrl
<y <E--?''<CJ
OV?V OQ0=ytaCl
C d Q„ 2 (? -3 F,,, Z GI F E.. 2 fa7 Gl
> 02V2 a.?CV1?142Z
E..p2 Ca2 p w?aIZF? G=ms
r Ci fn?U.F3`m6 y.32<39
C?.36Cp.SG]d?CiaJrGl 3
G3?,C73C FyIr3Z V F?.fa7? Q
• E-? dZ2ZydpC-.2GU?%? ?.
O Gl-'000 FO CO UE-?
2 =touE-Q moc.a.U 6dF LL
u1 1 ' ..'
a. ¢ Li.l ?. a
CL / S
-j tu CL
> Lt., O
t (n i a W N
1 '•r I
1 r' ,
1 1 J 1 z ? J
1 r -0

o w
u Z
O
N f-
N
w
Z
w
N
1
''lr
O
H
U
c
m
I
L.L.I
C.
O
l--
LL!
CD
CL O -e
L LI = 1.
Z Q?M1
?
CL F:.
v?
0
a
a
a
?I ¢
!) cn
1
Io
5 E
F E
n
i
• 36
March;1992
r-

Rocx SILT SCREEN: t
A rock silt screen is a low-level dam structure to be used in streams'beiow 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 is 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
.. ,a.r isrna4r ?r• -••".+e?`'b`
ij? ^s. 4r s4ZSZ.'..?s120- ir+Q
... - 1 .,, wry I. $;5.. f " 'r .?•`? ,? ?? au.. X Z+? ?'r3c?+..,.
-.:Y. ; a- r<?'?"+"' "l?4•?? + ? - -_ ? ta.l.+n "`•?:4t?-'t ?A` h ? t ?F •cV me
•
v
h.
N
W? o
-._._ ?..
QQ,? 4
O
H
aEao ?°?•ap6„ocz.? ..a ? Eo
?oeeUO jZW?Qoa?
..
W 3
ZD?a? oama t-
0
oC ? ? W d
NW?aE-o Zo• riCL
.1m4?...Gw V xuozQ Z
C6,mw,; mZNWE-o ZW
= 0==Mx
WE-O=WWZE-W =W>
UzamUE-: ?md o...4=mm
WI.-toE--sEm»Nco ca ?d34F
E-co Z6ZZdu2e-o Z24C C»
o Z 0.0t!l0E0--V iEncoG.m0.V 440.-12
3
W
S
t0 Z
Q
M
tL
X .
r-
o
N
N N
G.1
NJp
Y
Imo=
0
!
C ?.
Z.
LLJ
W
U
W
ag .
? vs
\? ZT
U F•-
oot
O
? r.oc
C
? e?
Q?
O
Q
U)
O
R

38 Marcch,1992
I

2 Ur 4 H

30 "'GM P
_ - ? TcMP SALT .. - ---
- - i - FC.1JGE - -
F?2D?nsco 6o C? ? ._
Rack
? -So ? cc?v
ml
FLo
STA S+29 -
o?
Ex is
GRi
Exar/?v ?
- YcRT1GAIL
PoR /zo A/rA L
P,2o Po sED El LL . - -
SGoP?
o o - RcPCAc?.- - - - -
sT/N6 .35 L.F. 3oNC?tr'?
6o Z- F. acv" CM?
S TA 5 f 2 q
r i r l_ ,•
s? - 777S 7
IT-0
BRANCI!
-y
FRoP sAo f24-nLhc£ CXMr/N6
2y"CAP
STA C0t39
_ I?f/cW
ROCK $/G T
Sc,prS N
A/,rw & CLo
Ex'ts-n
&RA
f Ro ?O s ?!? 3 5 L,F?
- 10' VC-RT 1GAL
! "= /o ' Holz 1.z c.vTA L
°Ra Po3t D
46.
'GL SGOPE•
P
QT.-_, +:R 9

'?
?-
i x+71 •?l `?•
?-?'
R-p
--
?XST./NG

PIZO POSED 35 L.F. /8" GM P
To ArPLAe-C 1-0 LA Pf "CAP
_SrA..__?f.53

TENM?_S LLT
STA.. 8 -?8 0 - - -- ---
ExIsTlvG ZO
• /S "GA1P _
`c -
STA. 853
OL. D Z NEW
/'1 /vYERT/GAL
/o' HOR i ZawYA L
is Tl.? G 20 L F I$'' CAIP..: .
A6 move!: A,vT? - :-
4I}GL'- D 9,"- 2 Sr
5 TA . 8 f 8d
S 7-A $fS3
F•t.4' F "•E C_' .6 ! t ?! is _ _ - - - - . ?-:--
,n
S TA. 8 f 8 0
NO TE : NEW P/ PC Td SC- Lit /O DR Yf rXEN 4,gAAlNE-L GNa)vG e--b
aNo V4.0 P/PE RE"MOvE-n.
State of North Carolina
Department of Environment,
Health and Natural Resources A[4 • •
Division of Water Quality
Ja mesB. Hunt, J r., Governor
Jonathan B. Howes, Secretary C) FE
A. Preston Howard, Jr., P.E., Directo r
July 11, 1996
Haywood County
DWQ Project # 960633
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 Na. Styles:
You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose of
improving SR 1301, as you described in your application dated 24 June 1996. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3026.
This certification allows you to use Nationwide Permit Number 3 when it is issued by the Corps of
Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. Applicant is reminded
to use High Quality Waters best management practices for sediment control. In addition, you should get any
other federal, state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Since ly,
ton Howar , r. E.
960633.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper
1
d??o
„4 a
STATE OF NORTH CAROLINA
DEPARTMENT OF TP ANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1301
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson,
DIVISION OF HIGHWAYS
Bryson City, NC 28713
June 24, 1996
GARLAND B. GARRETT JR.
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base,
and pave primary along the existing roadway of SR 1301, Indian Creek Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, and due to rechannelization of Indian Creek (DEM Class WS III TR) and
replacement of three (3) pipe culverts, we are requesting authorization under Section 404 of the
Clean Water Act.
I am sending a straight line diagram with our proposed erosion control construction
limits at various sites along the project. In addition, a typical section of the road, cross sections,
drawings for the pipe replacements and the channel change of Indian Creek, general notes and
standards on erosion control measures, and a marked county map are enclosed. We propose to
install the new culverts slightly below the existing streambed elevation where bedrock is not
encountered to minimize impact to wildlife habitat and allow the existing 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 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
construction and will remain in place until the project is stabilized.
By copy of this letter I am asking Mr. David Yow, North Carolina Resources
Commission, District Fisheries Biologist to comment directly to you concerning the 404
Nationwide permit request. 9
Mr. Bob Johnson
Page 2
June 24, 1996
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clean Water Act from Division of Environmental Management. In addition, I am
asking Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NC DOT)and Mr.
Richard Phillips (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, z
C. R. Styl s, P. E.
District E ' eer
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. David Yow, District Fisheries Biologist, NCWRC
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit ft 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. Steles
5. Location of work (MUST ATTACH MAP). County: Haywood
Nearest Town or City: Maaaie Valley
Specific Location (Include road numbers, landmarks, etc.): SR 1301 - Indian Creek Road
6. Name of Closest Stream/River: Indian Creek
7. River Basin: French Broad River
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WS II? YES [X J NO [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [ X ]
If yes, explain.
10. Estimated 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: .03 Ac
Drained:
Flooded:
Excavated:
Total Impacted: .03 Ac
12. Description of proposed work (Attach PLANS- 8 1/2" X 11" drawings only): To widen and 12ave
SR 1301 to meet current NC DOT 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 measures taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U. S. Fish and Wildlife Service (USFWS) and/or National 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
RESPONSES FROM THE SHOP SHOULD BE FORWARDED TO CORPS.
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 copy.
E. What is land use of surrounding property? Rural Woodland - Residential
F. If applicable, what is proposed method of sewage disposal?
Owner's
y
r.
EE MOUNTAIN oa
BALSAM CORNER BIG CAT'
` 35°to' 4• ELEV. 6,134
17
p'L• b° 6 Hpp.
117 L334
J I3!
l `' t
+ CANADIAN TOP
ELEV. 4,118 )
7]{
Jp
.LEDGE BALD
d,%"' taw ;
rc,
COVE CREEK GAP' O R E S T t.
wl qD ?` 0.D. _ ELEV. 1.067 y
40 .
?• 1
O A T 1 O 1328`7
Y .
C \ SPRUCE MTN' / I 1771 ?MM'h.
/- ELEV. 5,590 1 r j r t??` 'Cava G-
Z
1395
?L I O .\ OO \ / 1l]I ,' - 1720 y 1326 1770 h
? 1x73
?z ?iP A R K `I NIGH TOP 121
1]7] 1325 7
L. T3"
J • a,
CATALOOCHEE BALSAM PURCHASE KNOB 1322.j t 20
s• /1 `1
SZ ?1\oF ;i. j 12,
HEINTOOGA
OVERLOOK t, / \ 33 ILS D 13I9 1 1.617
41
\ 7 ,a tale ??
1 17341 _
1718 '5 .6 T 172"1' `.
51, 1712
??_, 1716 1717 \:
-- -- I7 1J ; ;*. 1711
LEATHERWOOD MM 1214.
LITTLE BALD KNOB
7,.r ArAloOCHEE ELEV. 5,677 ?? 9710
E?vo
edjSTRVLTtON 1
Srq /'g +,3c> I '? S
BUCK CAMP GAP" ''f o 1700 I F' a 1705 278? 7 A?
EV. 4,522 (130; /
3 tAAT?1L? b 1706_
/ T1N€P A _ M
1702. 1 1. MAGGIE\VALIEY iTgo nb
\02 1307 7
•7? iw/ 1701 13W 1 ' POP.
Dellw00d ..
1217 iy Y.•. FAP 1.6
B(G • _ 1300 t71a 121731

? h'
LOOKOUT TOWER
.. \
a
121 /h
Q a' 12
35°30'
CHEROKEE 'D SOCO GAP / 17
INDIAN O
RESERVATION ? ?Ef
Iv LKK6 NE
B66/N
'` •_E
T, 337
?
/
.
G0NSrt7uCr/p Al PI077 _ ?

a .
5TH o foD :
RIDGE PLOTT BALSAM
C
!I C
ELEV. 6,200 1217
`

? )
IWATERROOC KNOB P 6
1
\
5 ELEV. 6,400 A ,1
•,r 2
im.
,
31
MT.LYN LOW?
.? t
F
.f'• ELEV. 6,240 1157 .3.5 1.214 !p'
s
\
,?
? ? IIA
b
©
Q9??r 1 28
d2?>•' >34

TO SfLVA
NANTAHALA
EAGLENEST
.u.

Iu ' nas
9ll?a IIJ
IF
1]1 f j -
GRASSY KNOB
\
STEESTACHEE
ELEV. 5,865 j
LAUREL PATCH
e BALD
O
7 1
S j
M
OLD BALD MTN.:_ _
NATIONAL LONE ILA
ELEV. 50:6
C`
0
_
Gap
7?1
N, "11111111
S \
7: n I .?xs33s, c? \ \\1` ?' ?\ ?? l ' ?; /•? 30
\}\
?`? ?, ??;'? •?,, . ;? ? ?? (11_`;.1,\\\ j??,,l???,;?? ./ ,• ?? ? ,/,,
f J)l,?,1??
nicer G()q 4500
1
fn2T1[,?^ l/,??;44/?1 /?/ ? / ? ? tJ/ 1. \Ira,;?' ?`, ' lI j!'' ' << ill ( \ \\`?`; -r-- V;;?\L? : I\ ^? ` - =
y/ I jJ) (? I/>/r \?\ \\\ \ \ . ?? = 3934
-Ay
1 1 I( f fl r =?`, l 177( 1 v i -
Nil
_8R3_ 46Q r f?! 3933
- to
77
J 17
\ // r IVI ?(fl(1 III. OZ:: I
J - -?\ ? „? ? '?• ? i ?/?_? lid- _ ? ;??,??i/?. ? i,.ir ' 1.` a i -_ ? -_
La&2 h 1` Pesahtree 1
Q??? r??°? ?; i ???_ 1)ll (<?I .. o J om a -!•" _ 3932
%
r rat ,? _ rBR' B 5 _
11 "; // :\\\`i? 1 _ 9 I
BM493Q .\ \ 50651
-? ?\t? ? ?? / ??1\I'I ? ? I fr/ ?^ ,, III \"'`_ ? ;"?i J^, ,r •, i .,? V\\ VfI jJ '1 r/?%
39310mm-N.
? i , \x5065 4 ` ^ / •` I ^ r'; ?4w? ,;??,??/ 1 1, ?? -f ?SP
C
i -35°30'
110' 304 CHEROKEE (U.S. 441) 12 Ml.X 305000m.F g INTERIOR-GEOLOGICAL SURVEY, RESTON, VIRGINIA-1988 83"07,30„
BRYSON CITY 21 Ml.
I MILE
3
(TVA 174-SW) 'y
ROAD CLASSIFICATION
Heavy-duty ....... ....... Light-duty ............
Medium-duty............ Unimproved dirt
U. S. Route
•;;
N. C.
s-
rr ck %4 wb o d Co.
ROAD NAM 1 +?.? i s C. r to k
S_R_ 13 01
W-0- to. qq 14
FROM 1300 18 30 ' 7a Oe--i4 Cn,4
ADD ITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED Z
T_ POLES TO BE MOVED
R /W WIDTH r
I
SCALE I" =so'
p), +e s- /S - q&

3'

EROSION CONTkOl, '
.DETAILS AND:
SPECIFICATIONS
st,
245.03 r)Psr-ript,? ion sS
Temporary Slit Ditch
:
- bo

245.05
.....
...........
,
.............
Temporary Diversion
.
.
.
.
.
?
•.

893.01 ...
....
...
.......
...
....
?+
Temporary Silt Fence .............. ........ .,?
r
_
890.05 Temporary Slope' Drain with Earth Berm
.
........ «-
.
245.01 .
Silt Basin Type A '
245.02 Silt Basin Type B _________............
.................
892.04 Temporary Rock Slit 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
U
897.01 Rock Pipe. Inlet Protection Type=A ...........
897.02 Rock Pipe Inlet Protection Type-B ...........
__ - 894.01 Rock Silt Screen .
.............................................
245.04 Stilling Basin
Rock Inlet Protection:
896.01 Type A ................................ A 0.. OR .. A

896.02 Type B ............... ......... ...:..:.. B .. OR .. B

896.03 '
Type C ........:......:........
..:.... 'C• ? --' OR

-- C
JJ

12 March, 1992.

..,!!.
:..Control of access Liaze.':.'... _:........:. _ ,? t
Slope Stalce Line .•...::...............
•Bridde. • =
Culvert=...?:..•:........,..•..............
WOOL

%, rupli Pole ....?......
Tel(
liocle or
'Tcla
;1:1??'r -o- r 11)1101' •-o-
.
p
:
: .
: :
r Pole and Line
' T
..
.
.......
.....
owe
''?
Pole
•
'
tve
F
4 witov,
b5'e !
et:?
?•
:
:
r
o _
. .':..........:..:
:
::.
Easement Line ..
_
- ? ???
.
..
.
.
Li
i
'
'
i

.:,....... .............
ni
..
Nfow
na
• t
•
•
• •

'
•
'
•
'
• • • . • .... • •
.
•
Gu2rd Rail T T
? ? f
•
• • ..r
. • . • • .. • •
Sanitary Sevver?Line.. = -'
•' •? `•
''
Li . _?:. F---
... .....................
nz.
Water
.
•
' C;A5 '
Li
e
'
'
?
G
:..............:..
n
....
.
.....
as
• . t'1tC?t'U51a. f:X15'I'I?'G
:
Li
k F
n
-
i
C -?-M- -p----p_
...
............ ...
n
ce
e
n
ha
Woven Wire Fence:.. a ....:............ - ..
Regeneradoci ' . `'.?...? .
Reforestation ':...::.... • ........,...::. ??
:•Temporary Silt Ditch :..........•..... - SD TSD?
.Temporary Silt Fence.,........... • ... .
Temporary.Slope•Drairi• .:...:........ .
Brush u•ric:r ?.• •:,. .. ??- 11'711, 71771Z
-
Silt Checlc Dam 1)ij)e A• ' r '
Silt Check Dam 1)rpe.B •.'. •... • .. e....
Silt 3asin'Ipe A ....:.:'....:?............' . • -+•
Silt Bashi Type B ?.'.:.....?..:•.:........ X111
Rock Silz Checlc Dam.............:. °.
Eari.h I3crm ....'......::.•..:........ .
-Temp,, S tone Ditch Check ....... •. • ;

i .: TONE D17-CH Cl--PECK
f; i CHECK DAM ? .
S/' r D? Ch' 75D
E A// B.!l/VKME/V 7 -?- r -?-
IV CE
r 57-p='--4 M CROSSING
G ! ASS ROVING F 'G, R
/ RA f? _ 44
POLE DATA NPN 61-03447
PROJECT 1 n d to L rGG ?' -- a---- COUNTY J-tQ jp W g oA---------------------- Sheet---------- of
- -J`-nL -------------------------•----------------------------------------- ---
OWNER. OF POLE LINE

POLL DIST. FROM C[NT[R
PR[S[NT ROAO DIST. FROM C[NT[R
PROJ[CS DIET. C[NT[R PROJ[CT
AFT[R MOVING
RKMARIO -
GTATION
NUMS[R
LT.
RT.
LT.
RT.
LT.
RT.
+ y 3 2Z' Z2` Zr*"" rAoVe ocle ZC'L+o-t new,
1&,t PP Z? 1 2d' d? ovc } o' (.+ ?.t' view (L

Menhwiarou1,, R eS or+ Inc,
9 T- n d; mv% CrceK Ra,.
1 11
motbb?c Valley J mG 2.8.751
0
H
For FeIA4C
-?a 16' +o ?
I I
MP.
S U
I I
,_I

?-?-?Kcy Cal ? we??
1?Aa55?c ?/all??llN?G. Z$?s? ?{
i
W red Nc) Son
LOOS f
1 A AA Gfee (4 ?Gt • f
JV 'r+3S? .3Q
o?
© ,fib
a
To He' Re-MOVE-J
s ?

i s.oo?
0
? ??. s o ?' 1 S+ov
Wa?kw?y -
/Zem?ucl
M eve be it `
!J b X ?/ d ? flGw??
?`1`a?g' L uatley ? G 2?15i
O
PL i3tso
? c>MP
o
R;chara Su?'?on
1
R+, 1 Coy
5 t 3?
0
4
I
1 got c0"c `) P
® o
I I Q+no
?D+o
0
i

Dl.

ISf7S ,
601

Nc,roid Gre-cn
4 0 1 n? ? G n G r-cc k? R?.
Magr?iC VaIIG1?1 NL Z8?S1
1 S+So
0
I ?5tvc?
PL
EROSION-CONTROL
DETAILS AND
SPECIFICATIONS

245.03 Temporary Silt Ditch .
.

245.05 .
..........................
?D
Temporary Diversion
-

893.01 ........--• ..........
Temporary Silt Fence .....•- -- 7D --
890.05 Temporary Slope Drain with Earth Berm ,,,,,,.... .-. ?--
245.01 Silt Basin Type A ' " "'** ........ .... **' -0
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 e?
245.04 Stilling Basin ................................ ..........
Rock Inlet Protection:
896.01 Type A ............................ A Ell - - OR -- A
896.02 Type B .........
....... ................
B El-- OR '- B
896.03 Type C ............................... C E#-• OR --C

12 March, 1992
? S?'?.K ln,r;5? '?•:. :n:::?....•(?j•a:? ?':!.i „ ??. •„ .t?.:L.:cr.'sl:?l::YiF"ir?•L iRw ? ? »11r ?i? _
?.?!?•y'•`.' , s+ j?+;VN'%{:?'?3?n•'•:.jr'..;r,+eF.r.S''-.:..e,;+lyy,L!"S .rte. ?-?.. n??sCr`::'.7'S."p Y+,r..?s?uiF
-•?'z33? '••"e _ ':::G•.y.? v :.??^ :3' Ttir:: •rw?.:.:^.. .•? S.fi:.'••`i::'?t?ff`'=ps:w :.yy!i ?;,6cy
?;?. .%? ra... q• =:=yr M?.'?'ar'.a. .?r`? 'ti'`'i'--.••?i-•?=..? ??^•r•tr•.`; 7?r.F? ?..?+.G _: ^'
- _i ^ `` •: r..-'? :r??:-•t.SP?L,!:73r.,?,..°.!:'?i'- ?? .. ::t«rt: ,?4? .7ti?r. ??.3
`."R -,. d': rr_ aA o'r:.ep.. : ` .r.-•... .?. .o-,;._? a°,ie?T,,;c. :r•-' tat-
7 - . o
0 Q
O F_
Z
L.Lj
- U? o°
6O' E
C:) ?; .
?r
M
z
w Q,
ZI !
2? Q
M 14 Marc,I992 ' '

TEMPORARY 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 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 Wi 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

Rs
zlm
III F!?
a
z
<x
-
11= ?z
Lli
f l ff? u
_.. w Z
-' -?- 0? w
?= of
s? - ? rnz ~
w a z 3s -.1-f F a J
cacti « ..? -
w3 ~
?v V U)
C W a f I I Q
W o l ! I- LZ
REP
i I I o Es
a?
^tD uzi w w
Z::r
w
0 0_
--' oily. ?w3 z<
Oa W - 4. cr F-
sdti daE?- ct`' Q?
a
>= wa0W O
tit WxEW N
xy" .3 03 2ww z
sax -?ca°cx Q
a ' o
-C 1- -3 raw
<z x w d d
ff.. mN? 9)04
z
WW a°= aAwE- xE- QI
z M - C I- °
-4 m
o?
Ev aisW xc °-Cf -
c zts*: W ° ° Z
°^ ma
Na3z?mwv w O Q
w z
wa..3 w
a?i?..coFw&. = .D
zm o?xa.o-4k. eaNai ?
.. <a z -orn
>
0. 6
O x
ozz? ?
1.8 March,1992

1
TEMPORARY ROCK SILT CHECK TYPE-B:

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

27 March, 1992

mU

Z Jcc
O
JQz
U)O=OZz
OcAU00
.»
~
OnZOw
!)
OZ==O

CLW
--
=0. awx•
W - M UOm
N. xr»w•
w o 0 ac
ZirWWCLWO
OWtn z(A
wF- Qp
1-OQ
_
N
w
U O
a
Ou<zw
a z LL.,-a0. ...
0 0
J J
N
O U =
O t-
O
ct W O
h- > S

0
0 a '

w w
x
U
F-
G
J
Q
?

O
W i
2 >
Z

LL
0 F-
a
>
w , w
J
Q
00 W

LL)¢
am
?J

Z
O_
_ F-
L
=
O U

z ?--
0-
U -J
a
(nC N o
Ow (n O
0> / =O CL
U / U?
H
Z.
F Cm'
trim
m
W
CL
H
Y
U
W
U
? e
Zf
.:r
6-4
V) C .
`=Z
U
O E`v
? OOw
Z -=
Z
eN- C.C=
Q O^O•E"?
W
1-
0
Q
z
H
U)
W13 E
N.
a
28 + March,1992
ROCK PIPE INLET PROTECTION TYPE-B:

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 insufficient space for a type-A rock pipe inlet .
protection with storage area. The type-B Fock pipe inlet protection utilizes class A
stone lined with 4#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 temporary slope drains where space is limited at
the outlet end of 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
from several directions.
• In low flow areas where right of way is limited
DESIGN
• Structural stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1.5 ft. minimum.

35 March, 1992'
-1 f.. ?•;•? ?•4?•i•i•:1.? ? M•
' 1::,?.r?- .:yY?si"..K ?. ,,.4?tCE"...^.- ? ? ?r ? fY. ;.• ?•?'??? .Cw `i"?i _r'V?
..liP?Lti.: .Y £--•- „???ti?4.<•:?--•

.;r;-•:,,..?:
. »;fir:. •.•.
•
,?• ..
?-??.s??•..;..
.?'.s?•:' ?•• z?
ry
s••
'
_
•
, .
_ .: ?
•
,?,
_
.... ,
.?
.nn r• ?•:S•?' - t.?.. ?'i?w•.?'Ry la•. ?.'•.Y.?N?Tiyt w'M":?11?; ?':+35??%'

• a0.v
z ?
°
?o.
c
?
-
.E
?QE.
Z6a•??:`?2Q]40 ?fAts7
Owo-w=== j=w
= G7t C.
2t+.? E-O
•
y
3Z
??V
v? z a <
E-FZ
C
z
3
+?
c?da.
C13 W
ci--
E.•z
2. G Z O 3

T E-Cor.3 aWW=E-W ;;Mw-
CjCnmVyO lIId
O2??
I-
Z
3
C
?m
q.
ta76y1Za
E-- vi "C fa
v
-
rasoov (-OCV UE
=
Z mvIUFU d7?tz.aU <OF
w I
tl
CL
9
<r
.. Q

2 LL r V w
? Z
O
l -•1

I?
J
0
7
o`w
Vz
0
Z cn
w
z
0
w
L
Y •
O
Z
D
0
v
J
Q
Q
Z

O f
LJ? 1
LLj x
CL , S
W
C.
LLI N
(
• > t J
Z
Q
Q
O
LLI
cn
m
LLI
1-
O
F-
U
Lt!
CL O •?;
?v
LLJ
Z OOh
LLI
ON
CL
V
O
C=
Q
Iz
Q
Z
H
cs?
o
i
E
! E
F51

36
March.1992

ROCK SII.T SCREEN: t
3
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)
r
March, 1992

h >
tj CL
O

? W ? E• z
x
o
ao y?
u a
E
.,
c
rn zE,
a
°
?
oac..
04Oa6WO
zWV
Wa
zm: a??a c CV3 IL
rEwmc°..a? FoaZ. Fw04
d
19
?a cF? o"'?c°,xWWa0
.s v oza Z
iwW-1- z
U
W
Z p==O=
E=-.W?WE OMWWZE.WOW>
U
?C
0
Uz.-
E- ?ma a,a?oa
C
Wzyc1--3t- U) E-
F
"C
?
o
ii
f07 zazz
a
z?a
C6
r
a
O WOZ00"4 =fO=O =9%.W
n z faUV)C?fV cocar.CLU cn...G

31
W
2 >
Z
?o z
LL.

o

f N
N
- f ?

u

r=
7!
Q?
v;
z
W
rr,
u
W
? t
J z^
at
a?
? vLz
O
? c!o?
ov
Q
38 March,1992

3o""GMt'
f?o?ust_4 .6D C?
30'rGM r?

rEMp S1L-r
Fewcr
Reek S??r
? ? ScR?Crv
Fw -
STA S+29 .
maw
Euis
GRi
E.risTl,v G
-10 "CPL F
VC-RTICAC
Pak 17-*,vrA L_
PRc?osC? FILL
SLoP?
c.S? D RrO4A4E
-1,v6 3S L. F. 30'' C,4tP
0o L.F. 30" CAP
S TA 5-1-213
4 L
1 ^1+'1
I ;\lj
/koaut D R4rpLAecc C- mr1m6
30 L_,F; - /g "GM P w/ 35 I-F,
2 y" CAP
STA (0*39

Flow
Rac-K S/L T
Sc RB'E'N
New & oho
15wST)
6RA
PRo PO s ?'D 3 5 L, F,
It =/o' VX-RTle-AL
/o ' NoR /.z ej.vTA L
4.F. /9 4CA p
q T A (n f::3 l
t t.
_01-D 0*, NEW
--- -ae_
/o'NORIzovTAL
ST G
qDE
is tl? 2 0 1- F IV GM P
CAGLI- b BY 3 S L F /S"--Al P
SrA. 8f 80
STA. 353
STA S*S3
---- ------- -- EX IsT Cwt 6 -- - ---------? -
PRO p6is 19-AD
CV T 5LoPC
10ROPOSio 35 L.F. /8 " CM p
To REPLACE. Zo L.F, IT CM P
(-W STA. St53
STA, 8+80
NOTE: NEW PI Pe- Td sa- /-A/0 Dr2Y? TXEN CNAi11NEL GHgNG?1?
ANn OLO PIPE RE"Ma vC-n.
StsU i
Sfopir STAKE' LiniC
E TE^ R s i LT F t..,v L c
? l
I ?
Stop - .. ? i
I Ex is r i Ai G G HA AIAI L
I I ?'Ro?oSED NE'w CHANNCL
I ?
i
i 1 SCALE' Z 5
? •, I 1
l •I
5rA yfoo
PRoP6st D FILL SLOPE
q-_ S PRO r?osE Q NEW C X /4 NNEL
S TA 5?-Oo 0/-o «ANN?L
- f RO?asc4 FILL SLopc-
R PRO PA61--Q NEW G NA N/V EL
occ) Nc w
4 ot.D CHANNEL
S TA yf5a
I'M ILI"
oLD NE w
St C;
iE Tlc In! TD r r/Nb G N? AwEL
STA yfoo