20000311 Ver 1_Complete File_20000310

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
1 0WA
? •
A;12
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 27, 2000
Jackson County
DWQ Project # 000311
APPROVAL of 401 Water Quality Certification
NC DOT
c/o C.R. Styles, District Engineer
PO Drawer 250
Bryson City, NC 28713
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact four unnamed
tributaries to Moses Creek totaling 50 linear feet in Jackson County for the purpose of road maintenance, as you described in
your application received by the Division of Water Quality on March 10, 2000. After reviewing your application, we have
decided that this action is covered by General Water Quality Certification Number 3103. This certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. 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 Water shed 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. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. 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 below and those listed in
the attached certification.
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 919-733-9646.
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File Copy
Central Files
Rly
sevens
000311
Division of Water Quality - Non-Discharge Branch
1621 Mail Service Center, Raleigh, NC 27699-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
http://h2o.enr.state.nc.us/wetlandc.htmI
U4t?§ MAR 1 0 2000
.1 -.A STAYE 0"Q! ill"
WFiI (ANDS
0i v TIT ITV
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
E. NORRIS TOLSON
SECRETARY
February 29, 2000
Jackson County
SR 1740
Mr. Steve Lund, NCDOT Coordinator
U. S. Army Corps of Engineers
Regulatory Branch
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
TNT
. 3
Dear Mr. Lund:
o Q 0311
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1740, Moses Creek Road in Jackson County.
In order to construct this project in accordance with our current secondary road standards, and
due to the extension of four (4) pipe culverts in four unnamed tributaries of Moses Creek (DEM
Class WS-III, Tr), we are requesting authorization under Section 404 of the Clean Water Act.
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, drawings for
the pipe extensions in the unnamed tributaries of Moses 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 stream bed elevation where bedrock is not encountered
to minimize impact to Wildlife habitat and allow the existing stream gradient 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.
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
Mr. Steve Lund
Page 2
February 29, 2000
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.
Also by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clear Water Act from Division of Water Quality. In addition, I am asking Mr. Davis and Mr.
Ed Ingle, Area Roadside Environmental Engineer (NCDOT), 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 t y,
W
C. R. S I , P. E.
District ineer
CRS:sd
atta.
cc: Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
Mr. John Dorney, Water Quality Certification Unit, DWQ
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) ` -T
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT.
1. OWNER'S NAME: NC DOT - District Engineer: C. R. Styles, P.E.
2. MAILING ADDRESS: P.O. Dra r 250
IVISION NAME: N/A
CITY: Bryson City STATE: NC ZIP CODE:
PROJECT LOCATION ADDRESS,
MAILING ADDRESS ABOVE):
ISION NAME (IF
28713
FROM
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: _?AC _60 1 -NEAREST TOWN OR CITY: (f u((o (n1 Y? z c'
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) L I ?'f ?a,-, PS l (,k- . K cl, of r) !' s 1 73 i n cf-S n r o
6. IMPACTED OR NEAREST STREAM/RIVER: Fo V 1" Un nck ct t?( t? ??i' ; Cf
RIVER BASIN:
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES k, NO ? IF YES, EXPLAIN:
DEng C 14q.,ss W s -j -7-K
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NOK
[c] IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? _
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES E] NO IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE'
FUTURE? YES O NOU' IF YES, DESCRIBE ANTICIPATED WORK:
(a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6.27
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
Avd/vgf
l0. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE:
WIDTH BEFORE (based on normal high water contours):
AFTER: FT
WIDTH AFTER:
FT
FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: '50 L
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8 ''/2" BY 11" DRAWINGS
ONLY): To widen and pave SR / 7qO to meet current NCDOT Standards by use of track hoes,
bulldozers, dump trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK:
Same as above in # 12
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
To gain the needed width to build SR 17 y 0 to NCDOT Standards. AlI'Channel changes will be
constructed in the dry. Rip-rap will only be used for bank stabilization Alders, Red Maples,
Black Walnuts Wily Sycamores D co-nods etc will be re-established on the banks. All
pipe replacerents will be placed slightly below the existing streambed gradient so natural
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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.
DATE CONTACTED: Handled by 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.
DATE CONTACTED: Handled by Corps
N/A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES DQ NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES p NOX
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? N/A
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26; 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
[c] IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
Rtir l woodland,_ Residential
(o IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
(g) SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
C?`t I Ago
OWNER'S/AGEN 'S IGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
/ELEV. 4,340 1 Mi. LYN LOWERY
\-
ELEv. 6.240
4 \• wa7ERROCK KNOB 0
ELEV. 6,400 ! R E% •r / O
.?
.-..1." RIDGE \ 1 v
?l \ NcAc-nnl CO.
\ _ I
\ ?. I• \Q .J 1 I ® BALSAM GAP
EL7 V'. 3_IG
?LAC?ROCK O' w _ •? '? 15,
1 MTN. a \ Y ?°d°e \+"^ SEES"AC-E? 3ALC
AGRgSSY KNOB ? ELEV. 5.865
bTT ? -
\ \ y.
\ \ ® ? ?? LaLar; 2Ar-u apLD
\ •1 * } 705
i701.d? 9A LS,K \CaNEY :CRK BALD
G?.o BALD ?pGE - -LEv. 6.063
5.926 RICHL
LONE BALD 0 E-
Mnus. ae'I` ELEV. 5.880 G
LY
1 r SNAGGY ?ALC
s6 •. ELE11.5.538 \.\ J /
l e.a \ 1707 1 J m I /
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/ h 1746
' / Y 1 Our
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ti;• RICH MTN,
?rt 739 Moss Creek ELEV. 5.500
' - s- Ch. C ?K? I -
' I, - ?•? 1741 ` 1747 Gf ,/
/ t' V ? ',t'• Cewers 1756
D 1738
1756
r .6 7 M1
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41 J
17dS DOUBLE 70P J e?'.•I 1783 7
a pIVEq MTN.
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?13If ? 1 1172 ?O ? ?/ Ch• ?N
/ 10 I 1171 Tod-" a 1770 J
as / .7 1769 0
4 1315 I 1791 `o CEDAR CLIFF
\2 1133 1 Cedar :II}f
•SC?,. / MTN. r
Es/ 1 PANTHER KNOB ? / 1 X34 a -,`,
ELEV. 4,010 e a o-
1327 .I 1.2 6
i ? 37 r"e, 9L
l"m kA+ a 1181
\ CEDAR CLIFFS LAKE \
ELEV. 3.427 1 CEDAR CUFF
1 LAKE '
m ° u ` '"y9A C BEAR CREEK
\ \ (?, 1326 1001 1 165 i t 1732 F O R E S T
Y MTN•
BUCK KNOB 1157 !c? _ J. y CDNE ELEV. 4.400
\ ( CHERRY KNOB F1
BUCK KNOB ? BIG K'+09
ELEV. 4.292 _ ?_ l.? EL:-'i.
a.60C i
•\ ?'+ i Geer ?? -
MOSS KNOB I 1 3 t is ?7
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hN,
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MS 77 14,
1709
)?+• v , 1 ?j? daCU1 loe? -?? 1 ''; •° J ? ? 4 _ ?? 1 / r'..?r-, ? l -
CO'
ROAD NAME ?osCS_ C,??,?
S.R.
W. 0 . 9
FROM G :S'o, -ro
ADD ITION
IMPROVEMENT
TO BE PAVED
POLES TO BE MOVED
T. POLES TO 8F_ MOVED

R /W WIDTH
SCALE

I" =50'
I'
5'

EROSION'CONTROL
DETAILSAND.
SPECIFICATIONS

Std_ d [Issr-riplion sue
245.03 Temporary Silt Ditch
.............................. TSD
245.05 Temporary Diversion .
893.01 Temporary. Silt Fence .
890.05 Temporary `Slope' Drain with Earth Berm = ........
Silt Basin Type A
..............................:..
245.02 Silt Basin Type 8 ....
.................
892.04 Temporary Rock Silt Check Type-A
895.10 Temporary Rock Slit, Check Type-B
892.01 Temporary Rock Sediment Dam Type-A
............
892.02 Temporary Rock ' ?3cdlment Dam Type-B
897.01 Rock Pipe Inlet Protection Type- A
897.02 Rock Pipe Inlet Protection Type-B u
894.01 Rock Silt Screen
245.04 Stilling Basin .................... ............................
Rcck. Inlet Protection:
896.01 Type A .................... ....... .....: A n • OR •• A
896.02 Type .: ,. B
896.03 ' • • `• ?
Type C ................. ._. 'C•• OR •• C:)
. rE L4VE
12
March, 1992 ?'• ?sx
wa
a:?., .1 4;,
.. _:.w v - - .' _ fY - r 7??:,?..?'°T'w`C. Ri+.. ?Lp•t ? • ?Lrt?, Y+?Z???F?? ?.?. ?:..
TEMP STONE D?TCH- CHECK
ROCK SILT CHECK DAB'
SILT BASIN - B
TEMP SLOPE DRAIN
TEMP SILT DITCH-:
E..RTH ELIBANM' MNT
SILT FENCE
FIBERGLASS ROVING
RIP RAP
T
.I.
J
Railroad .
Control of Access Line .............. .. -- A
. ,
Slope St;1lcc mine . ' . . • • • • • • r .
C -? ' • .' . .' . • . . . . . .
Culver?- ... ..... .. ... r----0-1 L +0 or
' %Voods ...:.: ........ .. . .
`I'c lepli?nt? or.'I'elc?rrupli Pble ......... i1:%I.S, -a-• , ?1'1t0 1 ' -O- 1
Tower Pole and Line... ..... •.•'• ? -
• S i b
.
• Power Pole ..:..:..................... t1-NI:i-v 1111tol, 1
Esseli?el?_ Life. . '. .. • :..'
itifo?vil>> 1_imit'.' ' ?.
Guard Rail ? ? ? t t T
So?nitary.Sewer•Line. : .............
Water Line : '. '....' .'•.... ' .............. -;1- -- 1 Gas Line . •.. .. .• ... ?.......:.. Gas _o_____
• 1'ItUI'CJS1:U NXIG
Chain Link. Fence ................... -?-------- ?- -?---L-
Woven Wire Fcnce•:.. e ....; ..........
Rc??cn?l ?lciot?......................•...
..
R c fo r C s t a C i a ii ' ...::..................
Temporary Silt Ditch
• ° ° -111--.
Te m p o r.,try Silt Felice .................
.
' .:...'....:...... ? .
Temporary.Slope -Drain
_
S 7-
177
.Brush Darrier "., 4::1. ' '. ' • .. n%IS2_5 -
Silt Check Dam lype A•..:..........r..'. n '
Sdc Check Darn Zype.B ..'........ a ... .
SOL Basin 'I -pe'A' .. ' " --?• •
Si1c 1335iri Type B .'........?..:......... .
Flock Silc Check Dam. ...........: • . `?'- '???'-' •'??'~''?
1'emp. S iene Dilch Check ..... , .. ??_,„
5+00 5+00
I .
4k' I
HUEY L. BUCHANLv
10 PLUS I ST.
SYLVA, N.C. 28779
4
rLARCELLA HOTALING
1253 BROOKLAWN RD. NE
ATLANTA, GA. 30319
2
1 UU LARGE OAK TREE Sari] N
CST. LIMITS APM. 9'
MI C NT HS= MOSE
CUT. ( ? )
C?
I '
0+00
O

2+50
NM: I FEUSE -18`?TT* OF I?Id ?
M== STA. 2+00 - 2+60 j
DOROTHY L. FARLEY
P.O. BOX 3665
CULLOINEE, N.C. 28723,
3
1 + 50
MOSES CREEK BAPTIST C:IURCH
P.T. 67, BOX 103
i
CULLMjTME, N.C. 28723
,; 18" ADD 1
0+00
10+00 t/ 10+00 CLARENCE & EARL STEPHENS, TRUSTEE
I If 5
?2 9+80
I# I°I
MARCELLA HOTALING
X 2
10
rt i

f
.? 1s' ? CT1P
I
5+001 15+00
MARCELLA HOTALING
2
15+00 '15+00
1 8" 24" Cr'
P
I'

MARCELLA HOTALING
2
}
C{
E8"
]8

MARCELLA HOTALING
2
I CLARENCE & EARL STEPHENS, TRUSTS
347 E. rVUN ST.
4 15 /V SYLVA, N.C. 28779
5
I
t
10+00 ` ( 10+00
MARCELLA HOTALING
2
20+00 20+00
I
I
I
MARCELLA HOTALING
2
I 1
15
1:+00 l I +00
25+00
MARCELLA HOTALING
2
25+00
i
I
24"
i
}
I
i
20+00 `
i
A

20+00
MARCELLA HOTALING
2
30+00
MARCELLA HOTALING
(2)

i

I
h
T
I
4
11 141 25+00
25+00
t?, 30+00 RONALD EARL STEPHENS
6776 141ST. LANE N.
' PALM BEACH GARDENS, FL. 33418
(6)
29+40
MARCELLA HOTALING
(2 )
ir,4

35+00 35+00
I
C
TRACY J. & TROY STEPHENS
3422 16th ST.
SAN FRANCISCO, CA. 94114
(10)

32+80
J
VERA R. GOODYEAR
C/O JAMES RICHARD
1174 DOUBLE CIRCLE DR.
CONOVER, N.C. 28613 32+45 (9)
REFUGE 18„
?I
ALAN T. WEAVER TRUSTEE
518 CENTERBROOK DR.
BRANDON, FL. 33511
(7)
MARY'-. -RZN STEPHENS
I RT. 67, BON 101
CULLOWHEE, N. C.
(11)

?t
Pi
30+40
MARCELLA HOTALING f
(2 ) I
30+00
415'
I
tE 0+30
I 30+00
RONALD EARL STEPHENS
(6)
40+00 40+00
I
ADD 18" =
i
TRACY J. & TROY STEPHENS
(10)

MARY ANN STEPHENS etal
(11)
V
?I
i
a
41
$REPLACE 18"
=I
35+00 35+00
45+00 45+00
I
IIV
GLENDA J. STEPHENS
MARITZA RODRIGUEZ
5292 LODI ST.
SAN DIEGO, CA. 92117
(12)
PL

L
?I
42+00
IV
TRACY J. & TROY STEPHENS
(10)
U.S. FORESY SERVICE
42+00
MARY ANN STEPHENS
1 (11)
41 '
I? I
40+00 I I 4G+CO
?1
50+00
EARL B. & JUANITA WOOD
1492 GROUNDHOG RD.
CANTON, N.C. 28716
(15)
L
DOUGLAS H. STEPHENS
C/O GLENDA STEPHENS
5292 LODI ST.
SAN DIEGO, CA. 92117
(14)
IJ
50+00

48+50 ??ig' 1 MP
RETAIN .. ?
?/13 M?
48+00
?I
TRACY it STEPHENS
(12)
I
1
45+00 `

1
45+00
U.S. FOREST SERVICE
(13)
L
RUTH STEPHENS 55+00 55+00
RT. 67 BOX 100 I
CULLOLME, N.C. 28723
(17) 54+60 54+60
i
1 ' 8"
REPLACE 241;.
I
GILBERT & NANCY STEPHENS
P.0 BOX 815
CULLOWHEE, N.C. 28771 I
(16)
J
(15) ADD 18"
415JI
iT
50+00 1
NOTE: REDUCE R/W T0?18' LF. 1 -T.?
V _
OF NEW CENTERLINE, FOR,
ROCK & CROSSTIE WALLS..
STA. 52+50 - 53+10 LT. 18'
qz'
18' _
52+40 -i --
\?I

50+00
(17)
U.S. FOREST SERVICE
(13)
PI
60+00 60+00
I
?V
. 4
I
PROP. REPLACE W/NELd 18" CriP?
RUTH STEPHENS RUTH STEPHENS
(17) (17)
?) rl
iT
55+00 I
55+00
65+00 65+00
NOTE: FROM STA. 64+70 - 66+50
(DRIVEWAY ON LEFT NEEDS I
ITO BE RELOCATED. DUE
TO CONST. LIMITS.
REPLACE WITH 24" CMP i'
NOTE: FFROM STA. 61+85 - 63+50 1
;CLASS (A) RIP RAP NEEDS
;TO BE PLACED IN DITCH o
'LINE. 1'x3'x165' `
a?
UNITED STATES FOREST SERVICE ?.
J
(13)
5" C
PROP. REPLACE WITH 13 CrIP a
PROP. REPLACE WITH 42"FLAT
• ? T
211
PROP. tc?ri,t??r, WITH ?vn?v ?+ ?rREP ACE WITH NE14 x 2" CAT
- 1 ir r?
60+00 1

UNITED STATES FOREST SERVICE
(13)
1 Go 4- s0
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EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING ?-- FGFI
RI P RAP
TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flowwhile
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992
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18 March,1992
SILT BASIN TYPE-B:

A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March, 1992
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A rock pipe inlet protection type-A is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The type-A
rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
diameter where it is receiving flow from several directions. The type-A rock pipe
inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage
pipe structures by trapping sediment before it enters. They have a sediment storage
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992
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March,1992
ROCK SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
In live streams below construction sites where construction occurs in or
adjacent to the stream.
In live streams below a culvert construction site.
Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
Sediment control stone - # 5 or # 57 stone
Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 fr. above normal flow of stream)
37 March, 1992
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STA. 60150
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