19980288 Ver 1_Complete File_19980402

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1 L79?A
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 14, 1998
Jackson County
DWQ Project 980288
APPROVAL of 401 Water Quality Certification
Mr. C. R. Styles
NC DOT
PO Drawer
Bryson City NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to impact
0.01 acres of wetlands or waters for the purpose of improving SR 1132 in Jackson County, as you described
in your application dated April 2, 1998. After reviewing your application, we have decided that this impact is
covered by General Water Quality Certification Number 3100. This Certification allows you to use General
Permit Number 031 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 for a new certification. 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 in, y 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.
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 conforming 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.
'nqoen Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Field Office
DWQ Regional Office
Mr. John Dorney
Central Files
980288.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd.. Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10%a post consumer paper
980288
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SR 1132
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
March 25, 1998 E. NORRIS TOLSON
SECRETARYI,

'f" c rJQ
t,\11 ?v?t ??OJ `s
t°NX

The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1132, Grassy Branch Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the replacement of one (1) pipe culverts in an unnamed tributary of the
West Fork of the Tuckaseigee River (DEM Class WS III & B Tr), 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,
drawings for the pipe replacement in the unnamed tributary of the West Fork of the
Tuckaseigee River, 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
stream bed elevation where bedrock is not encountered 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.
P. O. Box 250, Bryson City, N.C. 28713 Phone [phone]
Mr. Bob Johnson
Page 2
March 25, 1998
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 (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 t2es, C. R. St E.
District er
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
OEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 4):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) HOTIE'SCATION TO THE CORPS OE' ENGINEERS
2) APPLICAT=ON FOR SECTION 401 CZRT-.rICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL bANAGM2ZNT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLZTED FORM TO THE APPROPRIATE
FIr= OFFIC OF THE CORPS OF ENGINEERS (SE AGZNCY ADDRESSES SiIZZT) . SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRON14ENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEtT). PLZASE PRINT.
1. OWNERS NAME: NCOOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
2. MAILING ADDRESS: P. 0. DRAWER 250
SUBDIVISION NAME: N/A
CITY: BRYSON CITY STATE: NC ZIP CODE: 28713
PROJECT LOCATT-ON ADDREOC, INCLUDING SUBDIVISION NAME (Ic OIrTTRENT FROM
MAILING ADDRESS ABOVE) : Se 113Z - GQ's`? -m4cA li?''
3. TELEPHONE NUMBER (HCME) : ---- (WORK) : [phone]
4. I= APPLICABLE: AGENT'S NAME OR RESPONSI3LE CORPORATE OFFICIAL„ ADDRESS,
PHONE NUMBER: Same as above #1
5. LOCATION OF WORK (9ROVIOE A MAP, ?REFTRABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIa.L PHOTOGRAPHY WITH SCALZ):
COUNTY : NEAREST TOWN OR CITY: "TGK.f15E7G99-
1

W
U
O

Cnl
wl
UA
a2i
CWI
al
Cl
Cl
?) I
1
Gl
WI
Ll

U
W
H N
Cl.
W W
W C7
r I
V . f O N
-?O Wm.o
i C CC N
r' in
C W U O
aWo-?
.U.
H r ? W
?.?-tea
JI.1?i
y ? O W W
ut.ON
=1 ¢^4 f
W
?a
ul r
? r
W N
I
ut O ?° d
? N
!" f N n
W ;C m
:Y N n.
- W C
4F za
W < W
F C > .
'< ? W W
- ymf

3 r
m
?p
r
F F
W L _¢ O
W Q O r
7? F _ N
- K r N
N Q n p
Q C) I-7
-C
r. C7
F O Q O- T ..
C7 _ m 4. - i1
W Cr T M
m (.. -: W ut W O? n
0 0 _ W U
F64
v7 ut b 0 1?
W Q N _W W
0= C6
Q f
W
7 to
? W W
W .
7i - W
4 F
n

H .O N'
F(.1 ?
?
011 r
.lf ? N
Q
a
? N N ^ O rl , . W
7
. lJ
tt L W ?•o
?
a71 a7 aC W n vl
L] ?t• Cr _
011 ..i W M
m W d z .. ,.f 4 1 0 0 ?+

C6 L.
u7 p

1+ at'n
n
_ U
a y C7 ?"? Qi o a a l) ?? 4f ¢ W r F
Q
al
CI X
r
I
m Ul

'?

I
%
j7-

?
3
=

??

3

d
W ?'
?
O
l
W W W t^?
UaC
IAJ
?-
a

???fjj .i
H.pU
W
q
r!
f W
C f.f 0. J W
FI
4!! .
to
u a.
F W
r NI ?C? TqW
Z r
C
7s m a.
W W_
I N
C o c a
F. W m c
C r r N N
I
7.O7Nm UO U
4 Y T
O U - y
W W
C?}.O C-F7_aJ
r r. 26
U
W
O
O
W ? O
W S O•
= I .O
O U O m I
f- W O r n
Q - N Q1
?Ox
s 2.
U -
- Q u
aU
u • o. a
-Cz + 6.
y?In rn?
dtnaa w
i ? C6 f
U
Q
CS tn?
. J w
W w
w
t- ul
Z m
,x 17m
0 - O
O c:l , m n
4 W N N
W ?
C7 H _U C•
Y Y ¢ -
Wus_= -
Y W y
_ W
N V1 .N.. to ?
4 ? Q f
v
l
UI U
:w l
a
auto

LI W ? to -?.
4
1 Lr 1- v m
I
H
S ' .p
? W W ? m
471 O {., - 10
,1 f O f r
-1 4^? Nu.
V I ? z. Q a.
fui +?+ O u7 ' c-) -

N F ,
2 4i C= 7 W '16
? S W
?
U 77C ? .p
y
f
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): Il ?jZ - C94-55q &-4NcA1 Fj>. o.'= OF Alt

6. IMPACTED OR NEAREST STREAM/RIVER: WE sr Fo2Y Tucy.LsasEE ZgmL-t) L? C'ss w5'-re
RIVER BASIN: L IT7-LE eawessiE15 ?SU-t
7a. 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 (X] NO ( ] IF YES, EXPLAIN: CJS ZZ- 4MD 7&-- T
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES ( ] NO (X]
7c. 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?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PRE'lIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ] NO (.)(] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
C.RTIFIC'IION) .
8b. ARE ADDITIONAL PERMIT. REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? ''ES [ ] NO (Al IF YES, DESCRIBE ANTICIPATED WORK:
9a. EST:MATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: O. 9Lv ACAS ,
9b. EST::4ATED TOTAL NUMBER OF ACRES OF WETLANDS LCCATED ON PROJECT SITE:
p ooZ Au_E5 - Flo Bwe bwi:-5 Srez'-\rN
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT H
FILLING: ?;CbZ 4=65 Y.
EXCAVATION: d •
FLOODING:
OTHER:
DRAINAGE: Q
TOTAL ACRES TO BE IMPACTED :
10b, (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (_r?
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) :
LENGTH BEFORE.
FT AFTER: /?1r4
WIDTH BEFORE FT
(based on normal high water contours):
1V? T
WIDTH AFTER:
AVERAGE DEPTH BEFORE: /VA T
FT AFTER:
(Z ) STR • M CHRNNE:.. T?•tnar-rc rTrT r RESULT FROM: (CHECK ALL THAT RP??Y)
OPEN CHANNEL RELOCATION:
d LF PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: O ?F CONSTRUCTION OF A DAM/FLOODING:
OTHER:
AS AN 1lTE)-15?0l.( > 4p1 IS 1STiNG ? t
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? N/A
12. DESCRIPTION OF PROPOSED WORK
2.fACRL E U p, INCLUDING DISCUSSION OF TYPE OF
ONLY Q IPMENT TO BE USED (ATTACH PLANS: 8
: TO w AN PAV R II3Z- T MEET 1/2" X 11" DRAWINGS
TRACK HOES, BULLOOZERS, OUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC.
13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE (#12)
3

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 W ^TH T^ Rl1T' ^ ^fl 11 ? TO NCOOT STANOAROS. ALL
CHANNEL CHANGES WILL BE CONSTRUCTED IN THE DRY. RIP-RAP WILL-ONLY BE USED FOR
BANK STABILIZATION. ALDERS, RED MAPLES, BLACK WALNUTS, WILLOWS, SYCAMORES, OOGWOODS,
ETC. WILL BE RE-ESTABLISHED ON THE BANKS. ALL PIPE REPLACEMENTS WILL BE PLACED SLIGHTLY
BELOW THE EXISTING STREW GRADIENT SO NATURAL SUBSTRATE CAN BE RE-ESTABLISHED.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICZ
(UScWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGZ:NC':
ADDRESSES SHEZT) REGARDING THE PRESENCZ' OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING IVDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA TAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATZ
CONTACTED: HANDLED BY CORPS (ATTACH RESPONSES
FROM THESE AGENCI ES . )
16. YOU ARE REQUIRED TO CCNTACT THE STATE HISTORIC PRZZZRVATT-ON OFTr=
(SHPO) (SEE AGENCY ADDRESSES SHEZT) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PSR %IT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: HANOLED BY CORPS
17. DOES THE PROJECT INVOL7E AN E:CPE:IDITURE OF PUBLIC FUNDS OR THE USE. OF
PUBLIC (STATE) LAND?
YES 2q NO ] (_= NC, GO TO 18)
a. I: YES, DOES THE 09.CvECT REQUIRE PRE?aRA'TION OF AN Z"V=RCNMENTAL
DOCUMENT PURSUANT TO THE RE!,.UIREMENTS OF THE NORTH CAROLINA EW:RCNMENTAL
POLICY ACT?
YES (] NO (A
b. IF Yr-S, HAS THE OCCUMENT BEEN RE!IIEWED THROUGH THE NORTH C.OLINA
DEPARTMENT OF ADMINISTRATICN STATE CLEARINGHOUSE?
'DES (] NO (] N/A
IF ANSWER TO 17b IS 'f ZS, THEN SUBMIT APPROPRIATE DOCUMENTATION FRCM THE
STATE CLEARINGHCUSE TO DIV.SION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORT:: CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE RETIIEW PROC.SS SHOULD BE
DIRECTED TO MS. CHR'S BAGGcTT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA OE?ARTMENT OF ACM=NISTRATION, 115 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, ::LZ?HONE [phone].
IS. THE FOLLOWING
PROPOSED ACTT ITEMS SHOULD BE INCLUDED W
INTO VITNVOLVES THE DISCHARGE OF EXCAVATED THIS
WETLANDS: Y I VATED OR
APPLICATION IF
' FILL MATERIAL
a. WETLAND
AND PONDS OPROIEEA IO(N. NATIONWIDE
AN p? WETLANDS, STREAMS, LAKES
M?
291 U3? BE S38) - HOWN ON THE (INTERMITTENT AND PERMANENT) NUMBERS 24, 18, 22., INCH AND S O L RS ONWIDE EQUALS MAP • MAP SC PERMANENT) ON THE PROPERTY 6,
I00 FEET OA. THEIR E USES SHOULD BE I INCH EQUALS $Q T
FEES OR 1
b' I' AVAILABLE, REPRESENTATIVE EPHOTOGRAPH OF WET
IMPACTED BY PROTECT.
SHEETS c' F DELINEATION WAS p LANDS TO BE
RE IF0E ERFORMED BY A CONSULTANT,
d' PLACEM ATTACH AOCTH OF T EES oOF THE DELINEAGEMEATION
NT LINE,
M PL-
e WHAT IS LAND USE OF SURROUNDING 8PROPERTY?T RURA I-'rJ00DL.4ND
RESIDENTIAL E' REQUIRED .
g• I= AP9LIC.AgLcWHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? NIA
9• S'GUEO AND DATED AGENT AUTHORIZATION LZTTER, or-
NOTE: = AP_L CA8LZ.
I) ?S,r, ADS OR WATERS OF THE U . S . M.A."
CE OF A SECTION 404 NOT HE IMPACTED PRIOR TO:
2 E;7HE' THE ISSUANC CORPS OF ENGI
ENVIRONMEN7%Z M MENT OR WRIER OF A 401
J ICN OFRMIT,
ANAGc. (WATER T
3) (=V Z+ Tr?,EN?,v QUALIT't) CERTIF DICIL
H CAROLI COASTAL COUNTIES ONLY j1CN, AND
'TIVITY IS CO DIS-Z ION OF COASTAL MAN
A A I.F.T' GRAM ER FROM THE
CONSISTENT WITH THE NORTH CkROLLI Z STATING THE ROPOSED
. NA COAS7-LZ
n AGz;gNT
S/AGc.v_' S SIGVATURE
SZC"N TURF VALID ONLY
?rZATION LETTER FROM.
IS PROVIDED (I8g•)
2$ Amy /998
D??'E
5
i
A L
A •M E \ CANEY FORT( BALD
I 0 g / OLD BALC 0.\OG ELEV. 6.063
' EIIEV. 5.920 RICHLAND BALSAM
E:Ev, 6.410
1l ?
/ \ ?.. ? ? AI NJ
I tir e.b ` SNAGGY BALD ?;./ ' I •°
ELEV. 5.5J6 107
CARVE. M•'.. \\ DOUBLE TOP 1\\
/? ( }? IM MTN. U
l
N _..A N T A H A L I A
BLA(
?? ` '_. Cr0?k ROUGH BL'T' BALD ^-? ' ¦r Hw....,
E__?- 6.010 ?4
1 746 /
y 1- -
V 1.3 /BOO ae ? /
1.41 N A T 1 O N A L
' 73-
h RICH MTN.
C?ee-
?• e1 ELEV. S.SOC I.b qo
??-?_- • ..1111 - `0
JcaJ..ti:.' --_. •,? c..«I. F,-- 1)55 , c ,? ??
y - Jo
1,56
ti'Nti?JD \
T-. a - -
J - _ 3 N t { v -6. 6
l ? a _ - •T
I ?. ? /= ? Sops C ?? ?, •Y - .F
• 33? Y u C.aa- CI •.? CEDAC 1.0 1
6 a
cow +00
.
CEDAO CLI' 4? ?i3y LAKEey? Gn• s l62
ELE , 3.4 2' CEDAR CUFF
.• ti ,,. LAKE G
_ z - C'(SO?'p 94T BEAR CREEK
c ? c ??S -30 F O R E S T ..01, M.
B5y?UCK Kr,CS CI•ERa' KNOB
G KNOB
..29E ? _Ev, 4.60C
vW
c'. _JRVE
VC c'
I?1 I T _3, ? N.
Min.. ..
_ J A v /? r 1 z9 ?" -l _L6LO M
\ ! . ! =ffi 1159
t, \ OoJ4la Sorlnp TUCWEGC
FAU.5 [ BLACK ROCK MTN. ?3pt"I
Hi4
•\ [n,,;? ?)9 ELEV. 4,500 I
\ 5? e \ \
KNOB
?3 • Lo1 . .
` .. 160 ,,.r.2.. a RIO
? ?•,v '?' .°- , LAUREL KNOB Gf
"ELEV. 4.500
CLD a1 !61 J'_ _? ;J •• \ ?s•Y LTHOGBACK M'•,.
M j y • 4!. _ '. .124 •p.
F" e3 _ V:
1 P ° TMORPE? i ? 4 .rte. _20 I "<
\2?y, ?. ,.Fl RESERVOIR d `
1121
54
SNOn2 1146 ?.. -??
-'•.? 'el - LAKEI F,NRFIELD t
ELEY.JIq I
reuo. M,n. ?n• ??? ,T 1120 ?•
fa C_s7
, i Cn.
•, HC__.-.. MTN.\.,..... 1'3..2. 11481 ' l.o 1145
___,4.950; 1119 4,p_ DER /
'^ ?. / '? ?i
BLACK ROCKp 1? ?
BUCK CREEK 'N MTN.i1}' .? 11 ? SAPPMIRe
GAR. LAKE /
'N YELLOW MTN. CHIMNEY TOP MTN. ELtV.J •
ELEV. ELEV. 4,625
.\ K?? a \14
1 Ii?I ° ? e ? J / b?
p? 2` U - /
V rte. ^..?--_ ? ? ? ?, ? ??"% II _ • N NWYKE ' ??? ? \ ??
1, ( /;? i? 17'30•
/ !\ III ' , \/ ^ I •r-l ? ?, . _ _ \\ . l /, , ( ` / _ ? ???? '
?? - ? / ?; - -•°. ?edyb _ ` ',v? 3907
N
)A L 2 2
GAGING\
1-3
n _
/ 1,, - /'?? / h r. , _ i ?I 4 I__y'???,N NN. ?,\?`"??•_- ?I • i i r I 11111 1 3906
-_? ?..-? ? ? `-•/? - ^/1?%?I X11 . * '? ? N. ??? /_-. ???? ? ,la l?/???,i ?li
J\ yyylll 1 ? 1 I
21.
/ a I\ 1 / II
J I 1 3N , ?I ? .:?
o ? .. „ 1,
10
.c
1
Flat Gap / o
1?5 766
3905
- -----------
s
I O
ell
_ Webster
Knob
? r ? _ ; •3166 ?-- __ _ . _ ,? ,sue ? ;??? .,,
400
A4111P,1
Cherry-Gad) //-
?,i i e r. 1641
3903000" N.
1
10, IIg INTERIOR-GEOLOGICAL SU-1. RESTON. -GIN-IM GLENVILLE 7.6 M1, , a -35015
305000-.E 83 0'7'30
CASHIERS 16A113 M/.
ROAD CLASSIFICATION (TVA 175 Swl ?o
1 MILE
Primary highway, Light-duty road, hard or L"s'o
XT hard surface improved surface Q%ti?a•
ILL i? Secondary highway,
MO KENTUCKY VA. hard surface Unimproved road
TENNESSEE/ ;14 C. Interstate Route r , U S. Route n State Route
MISS. 'ALA. GA. S C.
QUADRANGLE LOCATION SYLVA SOUTH, N.C.
31NIA 22092 Revisions shown in purple and woodland compiled in cooperation 35083-C2-TF-024
r witn State of North Carolina agencies from aerial photographs 1946
taken 1987 and other sources. This information not field checked PHOTOREVISED 1990
Map edited 1990 DMA 4354 1 SW-SERIES V842
TE10 ST.C]gE L I-I TCE
accm S-1 Z.T
?. LT B;L57s - ?
E=--
TES==T L_ CH
E PT EMB.;? I
Lr
7,71 FEN
' ?--- EGA
F'EERCLAASI ~ RO ? IN
- -p
R.Z'?

vC FEN=.: rrt rfr
used at the tae of a f M sedan to preve :t off-
te=vcrary sit fen= is c..masoniY
site se • menmd . It is made of lpe=?G30;e m iaotic buried at the boom,
se=e = and sro?orte? oy s-W ? tlos;s_ Tae s-;it =erc_ re ruc°s the Water flow wane
aisa be used to dive.' i wane: saw to prmm'-
??ilinLr the imesL iaey ?Y •
v *+ -
.?-tm p v,,,, a3 c:?t .ini iZ to ens= tner....
autietS_ Slit=e^ce= ne=-= ca be • ai re,
taine? on a ?x?iar oasis. Silt iencrs snail Zot be
e?e=?veress. me 1 must oe main
insmLe amass sae?, aitc;,=. or warms=ways.
?s aF U sr:
• Acme of -= ser'ans wae? sC'Hme :t =snarr cwt oe sired dud ccntGined
inside die graters
tivi?? wire 'yrimaut w1re
?(ate^ ai
T 1
vFe C:`??
i,Tod C?a:3
F??c
1c..i.1LT1 ;.
r ?s? ?uaC:ZQ 1Q :?.
CC-7
i 7 yI_, t
i

r

G

_+ I I I, I
? r
i ?!j
V y
I._

1
ii

LL:?
R y
- t

C ?

i .

cn

?- cr-a: sf

Q?mt .
I I?
c. -t

2

- Il I C y'^ ?r

s
?

-?-
=zz.

'r .r ? ? < r y - - :ai lip

I I I
C: ?
a
i
i
? 8 M:.rc .! aa:
SIEX BAM Tay-?: '
...
basin uEt to caIIe=t sad=eat Lowincr tb=uh a
asin b
A sit tfpe-3 is a te.?.?or 13
dr-ainaae way. ise silt basin is built at the base at tfie ditch with its leng*? being at
le=_ Z thaw the-,Nidih or the baste ize me-3 Silt basin is generally built in
comuncdan with Us ar-ar-r rcc:: „it cae:.s? and orher de vice.. -' cantrai err slaw
dower wale." law. TIlIS ere` yc- ?usL be monitored c'xsenr and c. ^ned aut oa a
reT.Liar basis until ,sass is e=biis;- d aiang the ditca line and sz==enruon is ac]
lonlz= a orooie=
• In caniuncdaa widt :2=,:Gr-, r rocs silt c ec t; and or?e_ aevic°., used in
dr.1i?QP aitc es.
DEZIGN C?ter ??
• Width - •rariable
i
• Len?*s
?MeLs??w.?cii
• De^Ch lu?-l „%Cr ?,' - 13GO,cubic L .7, w .• ?
Marc.;-. I99"
G.: -
j
3
x
yS
O
t t :Z

3
3
4

wj

d I
e ? l
?r-
?'
?
r
,n ?
_

' II III c Illlll
IIIII ? IIII
IIIIII
IIIII Illlll _
Illll --'11111-
IIIII of IIIII
IIIII :? IIIII
' IIIII -_?
I
'l I
IIIII ?? F11I
?- I
IIIII -?+Illll
., _ ?!IIII
3 IIIII -IIIII
? IIIII
VIII s -
_ IIIIII
IIIII
uI
W
I
I
G
m1
C I ICf

rte'
ter.
G

c`: _ I c
I

?
I '??
I
c:
II n
I

G

cl L(atC .! oc"

s s
ROG PIPS DMzT PR07=c-"ON T-1171-E-A: °° • •
a??s
wr s
A raps pipe inlet protection n t Ije-A is a h=3esaQe waned su scmre with a built
=-di ent stora-mt ores around to auts:ae ge?me.e= at tfte sLL:tc?te ?T"ae tree-3
rocs pine inlet aroma tion saa; i. be used at pipe iniets ac kger dlaa 36 inc es iu
ddmne it is recmi-7inz ""OW =- am swlera Qlre=o s_ tae LTe- s. rock vice
inlet promc:ian adH= ciass-3) scone liner: with - or ? ? crane ro pror?ct dr-.iBag,e
pipe strut^..= by rz xu=z sr"=ent before it eate_,-. The7 gave a seli=c stare-p
pic white is aesipe by dze ?=e Oracecur= as a silt basin.
ARM,U OF USE:
A?inie5 ca aipes ao ;s= _= than ;o inc::es in di='?ae:° it iec°_??7es _ow
fram Sv"e-. L acre cns.
• In are: erne it c n e c:° ee sae ?aia=ine- an a basis.
D ESIlCi`( C3 r a
Strucn=zd stone - c:mss-3 sane
• Sz^?eat ?aIItial stcu° - -- ar -? i stone
• Se^..inent StcrzP area - T qC?j c-'Ioic ?.?acr?
Dare nei?^t =2-1

Marc.:-.. IQ°Z
V V -

? I
a. .
w
n1f .
::_
C
Gl C ji „•, ? C i A ?? ii
U7 _ C C .?
F Ui iS F C C.2 ¦1 F r; 7I - cr1
(J7 w
C .1 = C C C
G rs r. F Q U] U2 Cr ?. C F

Q -. (LL .
i
i
? NIO N V
C
A A ? U.1
N
V V
1
n
.,
'n _ I

wt:
L

N y V7IC
?'
c
C:

C
= nC:
.J
v _
rti.
C
L:

RlbC= Sax Sam= -
A rack: slit sin is a low-ieve: aam sssc=e to be used in seams below cu-v=--, ?
sires. Rack silt sow=s shall be used to trap seddl=nt traas-arMd.bv. 7,==(? water
below th cansLLuczon site witain cited o ar-
and snail be a=--a* in the
wtv or ease=ert bounaart The rack sift s=-,= ate es class B sane Line wi± -
or 7 stone to araauc_ a rtmie--..f ec: in the sue= to sa=fe the Iar2e: ser..:i =C
pardcies trans,,ortedin the 5=== =am the canssc-;on sire. The X=oe se.:i==
sail be ci a out before the de,,ice is reCaved uam to s.?eam. -
AR.aS OF T,SE:
• la live sneers beiaw c-.=I=a man sites wize^V con-':=sc:ioa ecru is or
adia=r- to the s=e=.
• Iu dve S--= be:aw a ccive-r caasLLschoa site.
• ?l-he;° it C= be C, =e= Je:cre it is re?avec =am sLLe?'
DE Z-L GNL C-=-
• S?rsc_d Stone - B stone
1. --
se-Em--c =11=ai stone - or - Stave C
• Da= be:?_c I i? aiinir-a= =d_ iL- L"4C n Sr-La!I :ccc ae .rLzz=
I ft- above aor"--lai :law or sz==)

a

a

"a
W lu
?

W ?

i
i
d

`ant- 77

cn?? v

l7J

I?u
r

r-

?J Zz.
r ?
i
-

r C
_
n I „

C?
y
a •iw
=?

r'
r Sa?kron CO.
ROAD NAME Grasse /_?._?l<
S_R _ 1132
W.0 /., .?
FROM N 107 /o. /)-
ADD ITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED
T. POLES TO BE MOVED
R /W WIDTH
SCALE

I .-

/6 -5'7

9'
5'
3'
-/
EROSION CONTROL
DETAILS AND.
SPECIFICATIONS
Si (] .S .ri tion S=hnl
245.03 Temporary Slit (Ditch
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-E3 --
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' 1,
-8 u
894.01 Rock Silt Screen ............
?_'....
245.04 Stilling Basin ....................................
Rock Inlet Protection:
896.01 Type A
..........................?... A [a --OR --A
896.02 ? • F01 ? TYPe B .............................. B'QR..g
896.03 Type C ? •
............. ................C --OR . C)
12
March, 1992 Y_

;?
root
,... ..... .. J? •? Ill. ..•U • . . • • . . . . . . . . . . . . . . ,
Railroad . • -
.., .:. a
"Uon trol of Access Line.'..* .......
,...,. -
Slope Stzlce Line'.*.... ..........
.....
Culver?`.
' Woos ... ?......•........ O,c?i?•t,C)'+(
'I'elap,lione or Telc' rapli Pole ......... ?t:?ia"I' -o- t J1'Itol? •O- 1
:.Tower Pole and Line........
as'?' t ' .b
Power Pole .:' ::.........:.....:.... Qt?1 ttItov 1
.. ;
.1?sseii?e??? Lime..'..:.. ..:........ . .:..' r-? ???
"yIu?vin; 1_irntit'.'.?' ........ '.....:... ?-- ??
• .? i T T T /
Guard Rail ..' ....:................'...
S?nitar}•: Se??rer?Line .::...:......... ; ----=} -}--ss .
Water Line . '.." .' .''.. . .. ....... ?--? E-•
. ... ...
s
'................
Gas Lin(! .'.........
• ' • .. I..1'I(C)POS1 1) f:xISTING
-?-?- -?---fl-
Chain Lint: Fence'' ...................
Woven ?Vire Fence :. , ... ............. -?---,?-- ?--C-
. C
ReI'oc•escacioct ::....... .. • ....
Terliporary Silc Ditch TSD
Tempoc•ury,Silt Fence .. ,...........: -l ---1Ir I4--
Teruporsry.Slop e brain' .:....... ....... BT
Brush L'?li•ri??I•' ,"'?:.. .'.:.....:...'...:,.,-,_ _ ;?
"
Silt Check Dam 'lh)e r? .•:..........r..'. n
Silt Check Dam Type B ..'........ a ... .
S11c Basin 1I -pe'A' ...:.:'..'.. ...... • :..' -.-} •
• ../GG ' .
Si1c Basiri T)I)e B ........•'..:......... .
r =r
Rock Silc Check Dam.
............:....
L'a1' l 11 I3 c r m . , .... ':: '-' '-?°' . °-- a a--o• "?• ..-,y
•Temp,' S lone Ditch Check...... ... ; ?
?Illtir?y DU"ii1 . , . . ,
•
r

I
vmullftlu
TEMP STONE DITCH CHECK
RACK SILT CHECK DPI
SILT BASIN - 8
TEMP SLOPE DRAIN T
TEMP SILT DITCH -TSB
EARTH EMBANKMENT ;.
SILT FENCE-
FIBERGLASS ROVING ?- FGR
RI P RAP ??'

. ?o v Cr?.d/ ?' FED' T' /'•G'/L /? L? X.? .
E V?,e y ST Dpi}? Et/EA?T /?/v-v ' ?G EA,v6.v vC? r. cU/5'E•V

(s5 7)
/f
2 .?_ \?• \? 1aJl

yi4.&C f//L,
iyD r Td S GA C E
L,r,,?G!-,y of 1?isrrreB?_..u /?RF_A /a
!_ EMGTf/ of v?SrUfcl3Ey AC'Tll Zoo
OR
oe ONLY

(S.t?•28)
[a'1Y Gr// of »1.sra,f 66D AR6-,4-2j-,
vG7 ? ate' »!srlr,?aED AR?"A ydIc

F?G„k;e &Aedl;n
Tw, GSc?cC NG
O
L Z fS o
V erc, Lu er
aoX 33
TUC
v
0
S;ov -
J

s.}oo
s' _ I
I
I'- J i
r 'D+O•

0

Luker P-rOTkt,-?? 1/iG.
P. D. Lox 3Y
zv
John LeDpur?+
• Q oX Z C? ' ,oi'ad ,o+oc
T?ckascg?c? NG
O
PL 14 I
,I o
? f
O
4 ?
I a-
S+od
I S+ov
A
0

/V.Z- u?
X?

I

L

t ? _