19970567 Ver 1_Complete File_19970620

State of North Carolina
Department of Environment,
Health and Natural Resources ` • •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C) E H N F1
A. Preston Howard, Jr., P.E., Director
October 10, 1997
Macon County
WQC 401 Project #970567
APPROVAL of 401 Water Quality Certification
Mr. M.J. Anderson
NC Dot
Post Office Box 1551
Andrews, NC 28901
Dear Mr. Anderson:
You have our approval, in accordance with the attached conditions, to culvert 0.09 acres of waters for the
purpose of paving SR 1364 at Franklin, as you described in your application dated September 25, 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3108 This Certification allows you to use Nationwide Permit Number 26 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. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This
Certification replaces the one issued on July 21,1997.
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 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). 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 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, L ?I
'ton Howar Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files .
9705671tr
Division of Water Quality • Non-Discharge Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/100/6 post consumer paper
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STATE OF NORTH CAROLINA ?b 100U,
DEPARTMENT OF TP ANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
MACON COUNTY
SR 1364 (REVISED)
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
151 Patton Avenue
Room 143
Asheville, N. C. 28801-5006
Dear Mr. Johnson:
GARLAN1) B. GARRE"I-1- JR.
SIVRHARY
Fjt9
em(w NT 0 1-g9/
ACS?iFNCFs
The North Carolina Department of Transportation is proposing to widen and pave
SR 1364, Needmore Road, in Macon County. This is a REVISED submittal which is
necessary due to some realignment and overall changes in the scope of our initial
proposal. This project has 11 sites indicated where springs or branches cross the road. In
order to construct this project in accordance with our current secondary road standards it
will be necessary to replace these pipe culverts which carry stream flow of Bird Branch
(DEM Class C) and other unnamed tributaries to the Little Tennessee River (DEM Class
C). There are also several wet roadway ditches along this road which will be impacted by
our proposed project. The approximate total surface area of these ditches is 0.09 Acre.
These ditches will most likely be re-created in the area where the new roadway ditchline
is proposed due to the presence of groundwater seepage. We are requesting authorization
to proceed under Section 404 of the Clean Water Act.
I am sending a location map, straight-line diagram, plan-profile sheets, erosion
control plans and details, and a U.S.G.S. map indicating project area and location of
proposed pipe culverts and trout stream buffer zone encroachments along the road. All
pipe culverts are to be installed slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to wildlife habitat and allow the existing
stream gradients to remain as unchanged as is physically possible.
DIVISION OF HIGHWAYS
P. O. Box 1551
Andrews, N. C. 28901
September 25, 1997

Mr. Bob Johnson
Page 2
September 25, 1997
The best management practices will be used to minimize and control erosion and
sedimentation on this project. The construction foreman. will review all erosion control
measures daily to ensure erosion and sedimentation are being effectively controlled. If
the planned devices are not functioning as intended, they will immediately be replaced
with better devices. The rock silt screens and other erosion control devices will be in
place prior to pipe culvert construction and will remain in place until the project is
stabilized.
By copy of this letter I am asking Mr. Mark Davis, North Carolina Wildlife
Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment
directly to you concerning this 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 the Division of Environmental Management
(DEM).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be
greatly appreciated.
Sincerely,
W.T. Anderson
County Maintenance Engineer
WTA/rr
Attachments
cc: Mr. F. D. Martin, P. E., Division 14 Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Western Mountain Region Coordinator, NCWRC
A T
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT ff):
2(0
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:

1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITS 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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME:
Noir_L'l Carokno_ Depa(tment o
_r(ansportatl'ork.
2. MAILING ADDRESS: P'o' gb?? `?? I AYJrew5 NC 2890
SUBDIVISION NAME:
CITY:
STATE:
ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR IS(o4- , tAe_e.dmore, Roa ?raV,IK NC
3. TELEPHONE NUMBER (HOME):
(WORK) : C?04 321- 4105
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:,
VA. Tceyl,_? A'Yidecsom .
urj-?y M A ? n-? e_nance_ E. ncj; meet
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) : bra nK
COUNTY: M aC OY? NEAREST TOWN OR CITY:
S R. 13(A4 Ct?,eed mD ? Rd
1
I
ENDANGERED SPECIES:
U.S_ FISH At)D :tILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. BOX 33726 '
RALEIGH, NC 27636-3726
TELEPHONE [phone]^
HISTORIC RESOURCES:
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AIID HISTORY
109 EAST JONES STREET
RALEIGH, 14C 276^1
TELEPHONE (919) '33-4763
STATE REGULATORY AGENCIES:
MR. JOHN DORNEY
DIVISION OF ElI IRONME11TAL MANAGEMENT
14ORTH CAROLINA DEPARTMENT OF
ENVIRONMENT, HEALTH, AND 14ATURAL
RESOURCES
4401 REEDY CREEK. ROAD
RALEIGH, NORTH CAROLINA 27607
TELEPHONE [phone]
CORPS OF ENGINEERS FIELD OFFICES:
RALEIGH REGULATORY FIELD OFFICE
US ARMY CORPS OF E14GI14EERS
6512 FALLS OF THE 14EUSE ROAD,
SUITE 105 -
RALEIGH, NC 27615
TELEPHONE [phone]
AGENCY ADDRESSES
IIF.TIONP.L 1-IARIt)E FISHERIES SER:'ICE
HABITAT. CONSERVATION DIVISION
PIVERS ISLAND
BEAUFORT, NC 28516
TELEPHO1E [phone]
U.S. FISH AND WILDLIFE SERVICE
ASHEVILLE FIELD OFFICE
160 ZILLICOA STREET
ASHEVILLE, NC 28801
TELEPHONE [phone]
MR. STEVE BENTON
DIVISI.014 OF COASTAL MANAGE1•1E11T
NORTH CAROLINA DEPARTME14T OF
ENVIRONMENT, HEALTH, AND NATURnL
RESOURCES
POST OFFICE BOX 27687
RALEIGH, NORTH CAROLINA 27611-7687
TELEPHONE [phone]- -
FAX [phone]
ASHEVILLE REGULATORY FIELD OFFICE WASHINGTON REGULATORY FIELD OFFICE. WILMINGTON REGULATORY FIELD OFFICE
US ARMY CORPS.OF ENGINEERS US ARMY CORPS OF ENGINEERS- _ US ARMY CORPS OF ENGINEERS
151 PATTON AVENUE, ROOM 143 POST OFFICE BOX 1000 - - POST OFFICE BOX 1890
ASHEVILLE, NC- 28801-5006 WASHINGTON, NC 27889-1000 -- WILMINGTON, NC 28402-1890
TELEPHONE [phone] TELEPHONE [phone] - ' TELEPHONE [phone]
ATTN: CESAW-CO-R

y

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10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT•BY:
FILLING: EXCAVATION:
FLOODING:
DRAINAGE:
OTHER: Ike wed. d i ? c, es w i.l I Je re,locala
a Onq ONe widenmod,' roaJ..
TOTAL ACRES 0 BE IMPACTED.
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH'BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
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? WHAT IS THE EXPECTED POND'SURFACE AREA? A.
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
To w',derx ctn, pave SR IS(.04- -Lc) rneet Curren. OC QO-r
secondar roao? s{.andaras . Pi es and associA4 erosion.,
C6Aco ev i ces will be. ins?qllej- uiit. j cL h4drauI i c
e X cayato c.
13. PURPOSE OF PROPOSED WORK: Same o-:=, 2
i
3
r
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.):

SiA granc:k arck UrxrVvned. Tribkt.arieS
6. IMPACTED OR NEAREST STREAM/RIVER: LO L_ ? _-U e -Tennessee River
RIVER BASIN:, L ? kkl e -rehne.ssee. P Weir
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 [ ] NO C>Q IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP1 DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES VQ NO [ ],-IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND AN ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CE TIFICATION) : 61 ? C 0 coy ec. #
??.v5 i is. a. re-vi seal. 404 retoe6t.
8b ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY
FUTURE? YES [ ] NO rA IF YES, DESCRIBE ANTICIPATED WORK:
IN THE
i
9a. ESTIMATED TOTALNUMBER- OF: ACRES IN TRACT OF LAND: 2 3 c reS
9b. ESTIMATED
c TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON
es(
?
It
) f
t A PROJECT SITE:
Dis-Urban
Sk
)i
0. O
t Acres (Wei c
es
T) cr
0. I c
ream
2
? T
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Aeae-k we.'klarkj-s are crea-te.d ( in e)cis?av`ce>
z because A
blue e ?ski r adwe dick- h vie. -These "we-L d1?c'?es" wi
rn os ' keA b-e re - c(ea-W- 6e-use- J ke- OSeS d iU- I ivle,
4P_ \,u l e n ed ro ajLW oti ,
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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 AF ECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: v,1A. \ 40 rcaoeLs - (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERT S IN THE PROJECTIEDATE CONTAC ElDT ARE&'ATI?i? W YE 4M- re4 S5( THE PROPOSED
f
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES K NO [j (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 Nd [
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES fA NO [j ?? ?CDO?C f\onnm & Env')fOt1r1'leataa grav\c,l .
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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].
4
S,
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY'(FOR NATIONWIDE PERMIT NUMBERS-1:4,,18,, 21, 26;
29, AND 38)-: ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST-BE SHOWN ON THE MAP. MAP 'SCALES SHOULD BE ?1 INCH"EQUALS 50 ; FEET• OR I'
INCH EQUALS'100.FEET OR THEIR EQUIVALENT.
b.,'.IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS'TO,BE
IMPACTED BY PROJECT.` s
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE%ALL DATA'
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.,,,,
d. ATTACH 'COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
rr?? e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
A
e- c- re'to, t , 1 t i n t 1
f. 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 U.S. 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
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND.
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FRdM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE.PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGEN '• SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
Sep-,emloe< 22) Ig47
DATE
f

5
c r
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. M.J. Anderson
N.C. Dept. of Transportation
P.O. Box 1551
Andrews, NC 28901
ATI.N?F,A
I D EHNR
July 21, 1997.
Macon County
WQC 401 Project #970567
D
J 97
Dear Mr. Anderson: You have our approval, in accordance with the attached conditions, to culvert four 40 feet lengt}t ,
waters for the purpose of paving SR 1364 at Franklin, as you described in your application dated 3 July 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3108. This Certification allows you to use Nationwide Permit Number 26 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. Also 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 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). 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 which conforms to Chapter 150D 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 Dorsey at 919-733-1786.
Sincerely,
Won owar , 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
970567.Itr
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%u post consumer paper

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the "North
k and Desi Manual from the Division O=? ces1 mLSC be
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Resources in t..e ?[ Exceadances Of .__e- 3ms and rivers .;. a?,--
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after the Division be added to PY'i=cts
e t;.. • .Oa--- fit cyr:citior. m wetlands °- f0
°_07 nal site-s acre i.ac= to . r
8. do Qe_ this
with greater .thc`_o= `wh_c aY= Prc?°DCS = with all
m-C linear feet of °rcer to E= su-'1C,vT standa=d.s te
CVr`i-i'C3tionrlr t"tsal=tv anc• E Tre Or fresh c0I,c= '.lE
a-?liCable Wal- be C3kar tC C 4t?[=rte OL t e Sta[_ L'^.[` t
e ?e Sata_ ^. _
C • rtaa ur inr Con[acL W_- - r. ----
-am com :1g c _ this C=-`-=
Om f e hardene _? rc the CZ:
concr=-e h coca,-=r .- OD i =`' by 15 Q -- an envlr^rl+'E -?z' .ON-`_ Cr :c
-.
' valid 1==•i.: c rC1 as to an
'ear ^•?: OL- _rr3: C'"
C_ Lids, ., Dew
Cc :C ..1 OrC• ECC 5 i C.-.r - O. j3aC4 Or:W-._E
i+•1C.iV
:,C G J. Ch C a E:?? r here: s=-
i CO:. '- e 1 _;cr of the C..nd r-- =?_iOri of this
1 Or V.C_a 1 1 r=S ll[ jr, ra;Oc-
_ianCa 0.'.t== 5*:2.-- i criminal an /Or
?cr:-co<e - if is f it l crop E d m •r also . r=su, t '?
-? by a st r^:ec. a: a
- for the O
^?O'es. Water 4uali r,ay
Pe= -_?: 1. D=vision OL
e Nor Caro .n . n for indivicua- - :- is
my? Di-:CLOT Of th £..r"?a1 a-pl'-C O f aC:iv4 i=
4 4n
of ., ca e3 if o :[ acv -=
SS On T rcjEC= c.:__ have a _f_ca ;nom uses
r''-; =; ca?•or. fcr a-v .P • ; s i<Ely to so t "a" exist
CE at tale Pr"Jc__ =r=d.e t E W8L8
r::..r: t 1 i J or
wa aGt?' , ar= Pre-lLG
p
ter r5
.•1'i '_tIO Or CrvuP OL
a =.-,- Wc_na=:^ Or cOY;,-Ls waters
0.,x t- be held. for S;eci="ic_ ceemEd in the
Dt,',,?ic hearings m? CD tificatior, cecisic;, r_h Carolina Div- On
the N° v
r cacions prior to a 'the Director of
,ualic's best interest-m nt. 4..
of Envirorme*l Manag
date:
r..
s
,CC
11 r ebrt.a_.
r WATER UALIII '.'
DIVISION r
BY -D
Jr. P-E.
. p.- Preston -
Director

? t
L O C A-V I o VA MAP C'S R l 3 (n 4- bleed mote Rd.)
>No
Imm
Z
O
V
Z
J

0

1 '

Q i

1
I ?
t

., r

Iff
I
v N ? ?•

i
? rA
1
9 A r? 3 '
H ] .ti I `? L? 7
? r
? ? l .. J J." l•
uj
MI•M'. Wit' ? '?'t??
I ? \ d4r 'v '
? ,1.1.11..•\l ?.
01
7` ;1
rf -+a?_
Lai,
kkm
?ow l _ -
I b KA
15
'' il/ ; %.? X • ', ? ' ,r r..'"" •ti•-??. y ?-v-? ?? vim' ? /
'Woe
(AN
i ///fff ?r
x fit
(? \'?-- ? `? ?? , '?1' I t) ?/ i?1'? ,.111 ?.. `i/• , ;?_'?- -
L- ? .) ? I( ? 1; ? ? ? o) -t, .. •' tee •? -•• ? ••.J
1) "J..,} 1 ono
it,
JZI
'?} ?,??
?? ( ?._ ( ? , ? , ?? ' ' ) I ? 1.-??
IJI-I
!Cal
' 1 ;J { ' ad•--. \ ? i ? J ! ? (l\I `,(( is ?.
?. //n? ??•, i1'S• l?•?1(\.?7 t?p?' t,?..•••?. ???iUf?i~iT•I=?;?l ?:?1/--??? •\?=1?) --?/ ;1`.•i ;F't.`t` %\\,>??? ?\f..
Aii" AO C2
i e
SITE 1
NEW &
OLD
CHECK DAMS
SPACED AS
REQUIRED
TEMP. SILT FENCE &
RUCK BERM
r-
STA. 10+ 50
RUCK S I L'C SCRI:I:N
8'x 3'x 2'
SILT BASIN
TYPE B
E IS --
I i
i i
Til
+-t ' I - -
ti I
------------
T
T
CA E
-?-
I
1"= 1 IU I i _
VE U.
-;-
.I
S I T E 2 NE???
i STA , 18 + ?d
I
'
? ??-
I L--` ? EN C E &
(?,OCIL BERM

S I L-( 8AS1 N
ypE L3
8? x 3 X 2?
30' X 2.411
i
I ROCK S I LT SCREF-0

CHECK DAMS-?-j I
GLD

T - -

- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ -j.

I - -
I - - -

--
I
T tt
?
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
_
-I- - - - _ - - - - - - - - - - -

- 4 0

i
5 C, ' - - - - - - - 1

T I T I T T

?J l TE 3 S?TA . 3 3 -t- 00
NCB
i
5 I L-r FE 0 CE
CHECK DAM T?
ROCK gE RM
moo' x 18"

SILT $ASI?.1
TYPE g ROCK S I L7 SCREE f4
i

OLD

- - - -
J -
1 I
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- - - -
- - - -- - - - - - - -- - - - - - - - -

! 1
- - - - -

- - - - - - - - - - - - - - - - - - - - -

- -- - - !- 1 - - + -- - -- ?- -{ - - - - -
cl
?
1
S ITE 4- STA. 3 4 + 60
tJ?w

S?L-f FE,,,,,-

S ? L.-r 9As I N F-ROCK SERM
TYPE F3
8 ? X 3' K 2' I
30' 1C 18"
ROCK SILT
I
scIzeEN
C ?? E c k ? A t? ---? I I ,
OLD

-
-
-
-
-
-
-
- -
-
-
-
--
- - -

I j I

-
-
-
-

-
-
-

-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-

-

-
-
-
-
-
-
-
-
-
-
- - - ?

-

i

L

?

,
IL
I.

_

_

_ - _ - - --

x ,
S IT E S
N?
-S??-r gAsi?l
TYPE 3
8'3'x2' ?y
CHECK DAK -?-?
• t 1
1 1 -
Sr'AL
, I ? 1 i I I
i

5-A4o+zo

0
g ROCK SILT
`? SCREEN
I
OLD
s r
S I IF (0
CHECK DAl\/\
S ILT BASIN
TYPE B
8' X 3')(2'
N E1U
,-
? , I I I ,
S-1' A , 4-0 + Bo
(-zbCr `mil I__T SC. REE a

---------------
Y F
WIT.
I I
OLD

!?.

??
.; ?;
.?
+?
I:
I,
t
ff ?
?i
•4
is
-T E s-r A C>? I + 10
NEW

.o
I
• SILT FENCE S
ROCK PERM

SIL7 $ASIN I
3O'XZ4'?
'T Y PE 8 I
8 K 3? X 2 ? DOCK S1,LT SC-REF-14
C N EC K DAM --T?
OLD

.. . ..
L _ - - -
I
-
-
-
-
-

i
I
! t - - - - - - - - - - - - - - -

I - - - - - - - - - - - -- - -
-
-
?' ? { } - - - - - - - - - - - - - -
1 _ .

I I

EROSION CONTROL PLANS
MACON - 97
I?UAD NAME., NEEDMURE ROAD ]ZOAV JVOt SRL- 1364
W.-i"'{ ORDER NO. 6.972122 _
CENTER LINE OF SR- 1369
END OF VRUJI?C'1' AT STA 75104 - SWAIN CU LINE
AJ.? ?•. ?.? 170N:
?1F,± .' 10 VEMEl N F.
F `'E PAVE, V.
F(j vain POLES To 1NOVE:
r ." sprIONE POLES IV 1 N O VE:
pj . Fir OI' I VA E
ni , u r or, WAY.

U
ait I"LAT fE
e
r
G
W
NO
YE5
YEsw
NONE
NONE
YES
t^ = 50'
12 4 96
4- - 10.
114-
R i I R IV
•1 50 I 4 4 50
Add Silt Fence as Needed -I
1 ,
1
'lloo 4400
I
i A
.??5u -- I- .I?Su
Silt Basin Type B - 15" CMP. 'CO BE REPLACED WITH
'? - - - - - 18" CMP.- STA. 3+35; RT. TO LT.
81x 31x 2' 15" 1 CMP
3400
,NANTAHALA POWER & LIGHT CO. I
Check Dams Spaced as Required
PA. BOX 260 I ,
FRANKLIN, NC 28734 I
2 50 A 2+50
15i V I A V
I ( I )
( 3)
2100 2,00 DONALD B. OWENBY
I 116 TELLICO RD.
1 FRANKLIN, NC 28734
I
150 I 1150
-I
I A
I
I
I+00 _ I 1400
i
u'5u 0150
I .
s c?. I 5 n.
R Iv I R IV
,.,..n U?OO -I- O?OUINTERSI:crioN - CL SR- 1369
.•?•rr. ?w..:w.n.a:,•aww..•.. •ae.•w.•n•.?Ywtm.a.•nl•r.A11i11rllYrrs«a. ?.....•M.aWM1WW.w •.... .. ..... .... .. «...?a.......-...w ..?
iv+uu - I- lv+vv
I
5 I 5 U'
R I R IV
Add Silt Fence as Needed ?„ ,,r 91 50
I
I
Q If
( 3 ) I ??
i
8150
I-
I' 1.
RONALD W. SCIIUTTA
1408 TELLICO ROAD
FRAAKI LIN, N. C. 28734
( 2 )

( i )
Check Dams Spaced
As Required
NANTAIIALA POWER .a LIGHT CO.
i P.O. BOX 260
I A FRANKLIN, N.C. 28734
8+10 I
:t?urr =- I
I Afuv

?srr I
_ I_ S
I
7150
5 t 5 0'
R I I R
- 1 IV

700 I
I
-
-
7100
I
I
6150 (5450
I

1( 3 )
4
' - -!•- - - P N ADD 18" CMP. AT STA. 6+00
- ?- - RT. TO I.T.
NO I PIPE
Silt Basin Type B
I ® 8'x 3'x 2'
I
n I? I a
L3+VV
( 1 )

It314040 I 113/00
5 U' I 5 U'
R IV I IV
•r I ,rl I 1 I r Su
NO EXIST. PIPE. - ADD 18" CMP.
NO I P iP LT. 'CU R'r. s'rA. 14+00
Silt Basin Type B ® I
8'x 3'x 2' I
I. I l rr, I 1.I I su
- I-
I
1
3 ) I.,Irrrr - I-_ IJIr?U ( 3 )
I Add Silt Fence as Needed
I
Check Dams
171 ;U I 12,50
Spaced as Required ® - -
5 U' I U'
R IV I cv
I
I?Irpr _ I 12100
i-
I
I
I I I ?r r I 11 150
- I-
. I
I
I i Ir?r? I ! t ?Ur?
- I- [Rock Silt Screen
I Silt Basin Type B
?u?f rr _ I_ Ir ?? 81x 31x 2'
I o ?
S' ?? I EXIST. 3011 CMP. TO BE REPLACE]
WITH 36" CMP. LT. TO RT.
r , 30"I CMP -p IV o STA. 10 #-35
?OrVV - -i-- ?'?Oc?

2UrUU ,. - I- 2U+O U
5 t). I ?•
n iv I tv
1 0 I 19 1:-)(?
I

SITE 2
I
EXIST. 24" CMP. TO ICE REPLACED

- WITH 24" CMP. LT. TO RT.
CMP
24" I . STA. 18460
rn
?Ur1 I
- I-
1 18'00
Silt Basin Type B
31
81x x 21

I
•? ;fr I
- - 1;'srl
3
5 t?' i v
n IV I
I Iv
-f)f, I
I- li?llll
® I

I;? i -- _r - No PIPE EXIST.- ADD 18" CMP.
--I - LT. TO RT. - STA. 16+50

NO IPIP E
I
16100 I_ -
_i IC?UU
A I
Check Dams ) ,•;rl _ I_ 1 ,f ,f) Add Silt Fence as Needed
Spaced as Required I
v tr• ( 5 U'
n It' ( IV

V. I 5 W
NO P 1 PE Ex 1ST - ADD 18" CMP.
;,.r , •" _ _ I 24 r.,u LT. TO RT. STA. 24+60

NO P LPE

I
® I
,
24 100
I 2-14 UU

Silt Basin Type B
2.1150 I
2•l4 SU
8'x 3'x 2'

A I
ar I ?.I,rn?
NO P I PH EXIST, ADD 18" CMP.
LT. TO 11T. STA. 22+85
NO P IIPE

J Ir. I J ??
it IV I I? IV
( 3 ) I ( 3 )
A
I
,?000 -
- 22?oo
I

I
21,50
• I
Check Dams
Spaced as Required I Add Silt Fence as Needed
21 too
I 21400
I

5 1
p. I
5
U'
R IV I R IV
IF
- I-
2U?UU -,:vCP

Check Dams
Spaced as Required
Silt Basin type B
8'x 3'x 2'
( 3 )
I
5 W 1 s
I n
n IV
2111 r;u I
I
I
® I
2'1100
I
I
I
-I
1
I
;'4'flfl __ I
I
I
I
® I
5 U' 5
P IV
27if10 I-
2r;1
I
1
I
I
2(; (R) -
I
I
I
15(1
25
-I
I
5 0' I
P 1V I
A I
2S+VV - -
3U+U(),
o.
IV
2.11150

79(00
2.111:;()
2:1600
2.7+50
y BRIDGE NO. 78
201 WIDE x 30' LONG
STA. 27+20 - 27+50
27100

126150
( 3 )
2(,)1011
Add Silt Fence as Needed
125150
v
1 41VV

n. n'IK :.•:iiY.b:•?n.., : ..M.V nraaMw?w w.e??... .. .....,-..._........•.......-. ._ ?. ?-.
3s+vo - I- a??vv

55 0,
EXIST. 18" CMP. TO BE REPLACED
?•t CMP
18"-'r . 1t?,? ;? WITH 24" CMP. LT. TO RT.
_
I : "
. STA. 344-65
®
I
i

1.??r)?) i
I
J•11u11 Rock Silt Screen
( 3 )
( 3 )
I

I
`s
S 1-T E
o.
?.1 EXIST. 1811 CMP. TO BE REPLACED
"-
- '
"
I . LT. TO RT.
CMI
WITH 24
Silt Basin Type B 1811 I CMP STA. 33100
8'x 3'x 2'
I
I
I
Add Silt Fence as Needed
121511
17• 511 I
5 c1• I 5 0,
R IV I R IV
A I

. 32 of I
I J2100

( 3 ) I
I
I

( 3 )
J11SU I
_ J115v
I
I
Check Dams
Spaced as Required I
,11Iw .31100

1cr4. 0 I
I

J0150
?? I
I
5 W I 5 (1,
R IV I R IV

Check Dams
spaced as Required
( 3 )
Silt Basin Type
8'x 3'x 2'
( 3 )
I
I
17 .171 50
(1. I 5 tr.
R IV I R IV
I
a;I?Ilf) _ I_ .181011 Add Silt Fence as Needed
1
4U+UU •-' I- 40+UU
v U' I 5 (1'
R IV I R IV
I
I
I '
.19,00
I
I
( 3 )
111 0 511 I a815U
-I
I
A
I
1 t fr NO PIPE EXIST- ADD 1811 CMP.
-- - -I- - LT. TO RT. STA. 37+00
NO I P1P
® I '
I '
.161511 . IG150
I
. I
I ( 3 )
I
.111100 e movo
1
I
I
U' 1 5 tr'
R IV I R IV
3G+UU _ (_ 313+UU
MII?\i Cr,'Ci.:. AiMWOllkrk'QM-i i. .r Wp ? •o r..??iY?IiMM ...-?. ... ..... .. ... . r.w. ..ww+..+.?.w+.?+•+••
4?+vu - I
I - •4t3?vv
5 v' I 5 a'
R IV ( R IV

^I

Check Dams 1
Spaced as Required !'tJt? _ I _ ??+uU
3 ) 1 3 )
® I

,•irrrt I
_ I
I
_
'13loU
I
I?. 1 5 (?•
I? IV I R IV
® I I-TG 7
Silt Basin Type B
8'x 31x 2' u
0 EXIST. 18" CMP. TO DE REPLACED
! ? 4 WITH 24" CMP. LT. TO RT.
18" I CMP. STA. 42+05

,1150 I 41 t 50
I Rock Silt Screen
V
-11,00 -11400 F

EXIST. 18" CMP. TO BE
WITH 24" CMI'. LT. TO REPLACED
RT.
18" I CMP. '? d"• STA. 40 t SO
•JUs+J
_ I an+su i
I
( 3) I

i
51-M S
_
J
EXIST. 15" CMP. TO BE REPLACED
_
- N
15" CMP. WITH 24" CMI'. LT. TO RT.
4 U+UU STA. 40120

NO I PIP NO PIPI' I:XIS'C.ADD 18" CMP.
LT. TO RT. STA. 50+00
5 O' I 5 U'
R IV I IV
J?trl;ll ? I - ?Itlrill
I
I ,
J,J,11fJ Add Silt Fence as Needed
•l?t,rhl
I`
Check Dams
Spaced as Required I
I
r:;,;rr I •14rat
I
1
( 3 r;t,rrrr I INrrltt ( 3 )
I
I
5 (1. I 115Z R IV IV
-! ` "I` ' -' ` •• EXIST. 18" CMP. TO BE REPLACED
- r?. WITH 24" CMP. LT. TO RT.
18" i CMP. STA. 47+10
I
Rock Silt =Screen
Silt Basin Type B
81x 31x 2'
I oss=•e
EXIST. 18" CMP. TO BE REPLACED
WITH 24" CMP. LT. TO RT.
18" CMP.
'too b Uti•. STA. 46+20
( 3
3 ) I ( )
JS?St) I 45150
- I-
5 (1) I 5 0.
R IV I R IV
2 -u l "U ® - IN -511

( 3 )
Silt Basin Type B
8'x 3'x 2'
( 3 )
Check Dams
Spaced as Required
fiS+00 - (- 66+00
5 0' I 5 0'
R IV I R W
54 50 54+50
I
I Add Hilt Fence as Needed
r 54 ? UU ® I 5•)+OU
-I- ( 3 )
NO I PI E NO PIPE EXLST. ADD 18" CMP.
I LT. TO RT. STA. 53+50
I
_ ® I
I -
I
53 1 Uu ® I 5:1+00
I
I
5215x, 52,50
5 0' I 5 0'
R IV I R IV
I
52 1 Vo 524()()
:S•.v
g'e
18" I CM :• ='
.
1 ?
51 + 50 I 51450
-I
I
( 3 )
SITE 10
EXISTING 18" CMP. TO IIE
REPLACED WITH 24" CMP.
LT. TO RT. STA. 51+85
Rock Silt Screen
• I
I
51+00 I 51+00
-1
I
4050
I
5 0' I 5 0'
R IV I R IV
.CiU?UO ( SO+00
GO+00 - I- 60+00
s 0• I 5 0'
R IV I R IV
11! 11 v _ I_ i?)ISU
l+ - v Ell, P I PI: EX I S'C 1 NC : ADU 18" CMI' .
. TO R'I'. STA. 59+00
NO I PIP

I 58+SU ( 3 )
Add Silt Fence as Needed
Silt Basin Type B

81x 31x 21
_ I_

.1
53aUU

1 i
I
.

57150 i
0' I 5 0'
IV I R IV

! I
®_ I _
57+00

Zia I

1--

-

EXISTING 1511 CMP. TO ICE
_
I REPLACED WITH 18" CMP.
CM
151t LT. TO RT. STA. 56+85
56+50 56+50
V I
3
I ( 3 )
i(i 00 (
- I- 56+00

Check Dams I
I
Spaced as Required I

1 55450
5 0' I S 0'
R IV ( R IV
5600 I SS+O (y

Check Dams
Spaced as Required
( 3 )
Silt Basin Type B
8'x 3'x 2'
( 3 )

5 0' S 0'
R [V I R !V
r;4 r.,0 I 64+50
(3S+(10 ? I QS+oU
I
I

64 r
NO I PIPE
i
I
I
r,.l,rpr I-
I
. I
NO PIPE EXISTING; ADD 18" CMP.
LT. TO RT. STA. 64+00
6:1+50
( 3 )
r0400 Add Silt Fence as Needed
()2450 62+50
5
R pp' I
? I 5
R 0'
W
4 '- - - - - EXISTING 15" CMP. TO BE REPLACED
WITH 18" CMP. LT. TO RT.
62400 15 CMP
I
-I . 62+00 STA. 62+20
I
I
( 3 )
6t r50
I 6I+50

EXISTING 24" CMP. TO BE REPLACED
r'? _Iiu- L- 0 WITH 2411 CHP., LT. TO RT.
s
STA.
61+10
®
I
I
(it) 150 60+50
? I
5 0' I 5 0'
R IV I R IV
c?o?oo I c3o+vo

w+oo - 1- ?ofoo

5 0• 1 5 0'
R !V I R w
69450 I
- I- 69+50

Check Dams

Spaced as Required \
I Add Silt Fence as Needed
rru - - 6nru0
I
_
( 3 I
1 ( 3
r.950
i 68,50

' 68 + 00 i
I
68+00
V
1
67,50 I 67+50
5 0' 1 5 0'
R I R IV

Silt Basin Type B - ` - ` ,, "- ,
TO BE
EXISTING 15 CMI
81x 31x 2'
-, _ _
15" 1 CMP . .
67+00 REPLACED WITH 18" CMP.
I
® 1 LT. TO RT. STA. 67+15

( 3 I

®

( 3
(+ri ,0 I
-I 66+50

66400 I
I
66+00

(i ,+,0 I -
® -
65+50

5 I
0' 1
5
0'
R IV I R IV
43s+QV - I - f3t3+400o
r
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r.0.P. 75 #o/r 75#04 r.Q.P.

EROSION CONTROL
'- DETAILS AND
SPECIFICATIONS
Sid.

B mb_o( 'a
Temporary Silt Ditch .............................. V1-2
Temporary Diversion .................... VI - 4
Temporary Silt Fence . . . . . . ...... ... •..•. -t}?--ilt-- ------ -- V1-6
Temporary Slope Drain with Earth Berm .......... .- i _ V1-8
Silt Basin T e A ..........

YP .......................

_0

- ------

---
- 10
vi
-
Silt Basin Type B ............ ......... ?' -- _ VI - 12
Temporary Rock Silt Ciieck Type-A ..•.... ... ---------- - VI 14
Temporary Rock Silt Check Type-13 ---------- -- V1- 16
Temporary Rock Sediment Darn Type-A ........•a„ -_ - V1- is
Temporary Rock Sediment Dam Type-B ... --------- -- V1- 20
Rock Pipe Inlet Protection .................... ......
... - -- VI - 22

Rock Silt Screen ...................................
...... .

-
----
-- VI - 24
.......................................
Stilling Basin ........... ... [9 --- 245.03
-- VI - 26
245.05
893.01
890.05
245.01
245.02
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895.10
892.01
892.02
897.01
894.01
245.04
Rock Inlet Protection:

......... A .. OR •• A)) ----- VI - 30
Type A ......................
Type B ............................. B OR • B ?? --- ; VI 32
..... C lei.. OR --C) ---- VI - 34
Type C ..........................
896.01
896.02
896.03
VI-1
March, 1993

TEMPORARY SILT FENCES

A temporary silt fence is commonly used at lie toe of a fill section to prevent off-
site sedimentation. It is made of pernieable 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 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. G ft. maximum

VI-6 March, 1993

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 getieeally 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)
l

V1-12 March, 1993

TEMPORARY ROCK SILT CuECK TYPE-B S
)0-
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%.
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V1-17 March, 1993

.

ROCK SILT SCREENS
(,.-;
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
Darn height - 1.5 ft. nuninurm and 3 ft. rrnaxinrum ( shall not be higher than
1 ft. above normal flow of stream)

VI-24 March, 1993

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V1-25 March, 1993

PIPE OUTLET ENERGY DISSIPArom 00
A pipe outlet energy dissipator shall be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing off-site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE:
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRITERIA:
• In accordance with chart on page VIII-3.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS :
• Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type 11 filter
fabric.

VI-34 March, 1993

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VI-35 . March, 1993
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. MJ. Anderson
N.C. Dept. of Transportation
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Anderson:
[D EHNR
July 21, 1997
Macon County
WQC 401 Project #970567
You have our approval, in accordance with the attached conditions, to culvert four 40 feet lengths of
waters for the purpose of paving SR 1364 at Franklin, as you described in your application dated 3 July 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3108. This Certification allows you to use Nationwide Permit Number 26 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. Also 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 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). 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 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,
Wnaz , 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
970567.1tr
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

x1l
Jack- -7L cr l? Cv/ves?`S
61/, C9
?? L
NCDOT-14/3 Fax:[phone] Jul 3 '97 9:31 P.01/03
I . ,
dt •
NORTH CAROLINA IMPARTMENT Of TRANSPORTATION
Telecopiex Transmittal Over Sheet
Date : - V-t't,1 l ctq- -
Please deliver the following pages to:
Name:1 L VA?drM
pepartmentz D•) V. Water Quin } y
Address
or
Room
Number:
This telecopy is being sent by:
Raw: rem
?; ----
Phone number: L`7o?? 3? 1 4 lbS
BUDM CODE: 3143
IF YOU W NOT RBCSIVS ALL PAGES CLMLY. CAL[. BACK AS SOON AS POSSIBLE.
Our Fax number isz(1-704-321-3228)
PLSASS COUNT PACKS, (INCLUDING COVER SHEET)
REMARKS : !! 1
?4're2rtS "?'? O? ? ai^ ?1'?¢ ?dit1T m?11u+?tie:. 4ir SK 13(04 Ke-amore Ado IAa"K (2ow Ai,
NCDOT-14/3 Fax:[phone] Jul 3 '97 9:32 P.02r03
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY T.HS PROPOSED PROJECT BY:
FILLING: tone EXCAVATION: f4&V? 4
FLOODING: NE>Y..e-
DRAINAGE : a V% f, _
OTHER:
TOTAL ACRES TO BE IMPACTED:
gone,
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) :
LENGTH BEFORE: 10 CR AFTER: G T
WIDTH BEFORE (based an n*rmal high water contours): Z a jerRAC ET
WIDTH AFTER: dame.
AVERMI DEPTH BEFORE: • Z- FT -AFTER:
(2) 9.TRIAN CHANNEPACTS WILL RE3U IT (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
cnANNEL EXCAVATIONS CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, W T IS THE SIZE OF THE '
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATtACH PLANS: 8 112" X 11" DRAWINGS
ONLY).,
1l ry? / J{ ? t
In ??t?e.w n r??+l rfnUl ?L` ???d?-4? 1??? C.ulf?Y1 1"'?? O

r
13. PURPOSE OF PROPOSED WORK: ' +amc 0!;k i Lf ov%. 1 Z• ,. -
3
NCDOT-14 3
10, THE FOLLOWING
PROPOSED ACTIVITY
INTO WETLANDS:
Fax:[phone] Jul 3 '97 9:32 P.03/03
ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 19, 21, 26,
29, AND 39). ALI. STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
W= BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET Ott 1
INCH EQUALS 100-FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IV bELINEATION 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?
u? . i r?? yuti11 be. ? -
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
A ..
9. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTZ.- WETLANDS OR WATERS OF THE U.S. MAY NOT HE IMPACTED IMIOR TO:
1) ISSUANCE OF A SECTION 404 CORPB'QF ENGINEERS PERMIT]
2) EITHER THE-ISSUANCE OR WAIVER OF A 401 DIVISION Or
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN T1w rw'.ENTY COASTAL COUVWXV8 ONLY) , A LETTER QOM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY 18 CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNF,RtS/AGENT' IGNATURE
(AGENT'S SIGNATM VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (189.))
Qy Z. 7 jRq
? DATE.
5
! ' f
? RFc?,??o
401 ISSUED ??<
STAI-E OF NORTH CAROLINA
DEPARTMENT OF 'FP,,ANSPOKTATION
JAMES B. HUNT JR. DIVIVIC6N RS)--J I?! il WAYS 6ARIAN1) B. GARRr1-r JIt.
GOVERNOR SI{RI l ARY
Andrews, N. C. 28901
May 22, 1997
MACON COUNTY
SR 1364
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
151 Patton Avenue
Room 143
Asheville, N. C. 28801-5006
Dear Mr. Johnson:
The North Carolina Department of "Transportation is proposing to widen and pave
SR 1364, Needmore Road, in Macon County. In order to construct this project in
accordance with our current secondary road standards it will be necessary to replace
several pipe culverts which carry streamflow of Bird Branch (DEM Class C) and other
unnamed tributaries to the Little Tennessee River (DEM Class Q. We are requesting
authorization to proceed under Section 404 of the Clean Water Act.
I am sending a location map, straight-line diagram, plan-profile sheets, erosion
control plans and details, and a U.S.G.S. map indicating project area and location of
proposed pipe culverts and trout stream buffer zone encroachments along the road. All
pipe culverts are to be installed slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to wildlife habitat and allow the existing
stream gradients to remain as unchanged as is physically possible.
The best management practices will be used to minimize and control erosion and
sedimentation on this project. The construction foreman will review all erosion control
measures daily to ensure erosion and sedimentation are being effectively controlled. If
the planned devices are not functioning as intended, they will immediately be replaced
with better devices. The rock silt screens and other erosion control devices will be in

A a
Mr. Bob Johnson
Page 2
May 22, 1997
place prior to pipe culvert construction and will remain in place until tile-project is
stabilized.
By copy of this letter I am asking Mr. Mark Davis, North Carolina Wildlile
Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment
directly to you concerning this 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 the Division of Environmental Management
(DEM).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be
greatly appreciated.
Sincerely,
0. T.
W. 1'. Anderso
County Maintenance Engineer
WTA/rr
Attachments
cc: Mr. F. D. Martin, P. E., Division 14 Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Western Mountain Region Coordinator, NCWRC
t ?.
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT N):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR i4ATIONWIDE 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
1?o-Ak ?'_arol n0. ?epa(?menL o -1"(ansp6AAiovt.
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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME:
2. MAILING ADDRESS: RD - 13b X 155 1 Wrews NG ze 10 1
SUBDIVISION NAME:
CITY:
STATE:
ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
5R 13G4-, ReJnibre. Road , rrankl ina 1Acl
3. TELEPHONE NUMBER (HOME):
(WORK) : 0-104) 32.1- 4105
4. IF APPLICABLE! AGENT'S NAME OR RESPONSIBLE CORPORATE,OFFICIAL, ADDRESS,
PHONE NUMBER:
?? • ?reh? ? ????erSon.. ? Coun
1 ? •
MainT,? nance, ?n9i Weer
14-
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY : M a co Y` NEAREST TOWN OR CITY: yoylkl i
SR 1'3(4 (geedmoce Rood
i
L !

SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.):
$1r 8<anc, and Unname?Tribu?o<ies to
L ,W e Tennessee P Ives"
6. IMPACTED OR NEAREST STREAM/RIVER:
RIVI:,R BASIN: Saone,
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), 11IGH QUALITY WATERS (1IQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPI'! (WS-I OR WS-II). YES [ ] NO D< IF 7b. ? THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAC%MENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [)U
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST C)F COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. )?AVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS [PROPERTY? YES [ ] NO 14 IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
.a
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTUI.,:,? YES [ j NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND 9b, ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
NCR
2
L T
i
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
15: YOU ARE REQUIRED TO CONTACT THE U+S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MI\Y BE AFFECTED BY THE PROPOSED PROJECT. DATE
?as?•
CONTACTED: CcY%-k.act wi 404 r (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY $$E AFFECTED BY ?HE PROPOSED
PROJECT, DATE CONTACTED: Contact with 404 reiweb
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES 00 NO (I (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 [ J { NO ' Q0
b, IF YESI HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA.
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ l
IF A11SWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE; CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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].
4
L.OGAT 100 M ASP
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CHECK DAMS
SPACED AS
REQUIRED
TEMP. SILT FENCE & -?p
ROCK BERM
• i I ? i
- - 1 ± f }-
E is ill 1 S 1
C E
]"- 1 ' E T
-1- - a-
;I
+14- 1
STA. 10+50
? RUCK SILT SCREEN
8'x 3'x 2'
SILT BASIN
TYPE B
A
- - - - - - - - -----
NEW &
OLD
? CL,
'Lbw
.ter:.
A

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STA. 51+85
NEW &
OLD
CL
CHECK DAMS ?•? ens
SPACED AS
REQUIRED
12'x 3'x 2'
SILT BASIN --??
TYPE B

-? --- ROCK SILT SCREEN
.?_ TEMP. SILT FENCE &
RUCK BERM
.
i
?I l
--
1- -? - -
- - - --
--------------
I I
- - - I C N CO IN' Y
T FT
t?#I
., ?rl?r; . nt-....,errs.?wwrw...,...nwwwr....?ir?ri""' .. ... -...,...........w
FROS 1 u N CONTROL PLANS
?, . o, ltr '?I?Yt MACON - 97
1WAD NAME: Ncl:nrlcrlir: ROAD UOAV IVO- Sit, 1364
fo ltu nit flu ? 0.912M
---- -
1<1 f ?: °.ili:
CENTER LINE of SIt- 1369
Ill. I END OF PKU.n;crf AT STA 754-0 - SWAIN CU. L1NF.
?1.`? `.?1Y01Y:

1 r ,n PUL CS J'O ill 0 V E.
I'.i ' ???f'HON rar, S 1'U lil t/ 17r.
1 z.r .. (I V OF WAY,
1 i } . dt 1' yI' WAY:

.
I all I- L AI- -1 L 11-
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-- .. --? ? -- 10' ?..-
NU

YES

NONE
Nl)_ I.
I- 5U'
I J,
3'

.MnMar++a....?ri...?..++«... .......???rr.rrrMYlY1YYr?..r• , . ... ...... .. _..-. .,. _.._. ... _. «?...... ..
tYI"" I- S+VV
== 1 e
5 U ( 5 U'
nI 1 .11 IV
•1?,iU I 4t5U
Ads) Silt Fence as Needed
•1 Ulf I 4 UU
_ I-
I
iU 50
J'..It Basin Type B i - - - - - L1811.11f() RE IIEPLACED WITH
8'x 3'x 2' 15HP MP•--STA. 3+35; RT. TO LT.
CL/J 1 ? t
)f1 3 UU
-NAM.t.1IIALA POWER & LIGHT CO. I
Check. Dams Spaced as Required l
P.0, BOX 260 1
FRAP KLIN, NC 28734 I
2? X11 _ I_ . 2?5U
1 n IV
q V
I ( 1 )
( 3)
I
21UU DONALD B. OWENBY
'l1UU
1 116 TELLICO RD.
I FRANKLIN, NC 28734
I
? St1 1 I ?5U
-I
I
_ ?_ 1+UU
1400
I
I
• I
1
u?5u I v?5v
-I
sv' I ev' .
n IV 1 n IV
Noom": iw.. caLlAlrrM .Mma;+. .+wrn.rrr rr;.. rur?i?nr .ww •••••.•. .. .• •?
. it j-, . - I..}w.r,......... .,.......r.ur?.rnn..u.:r OM ?•• ........rww+rrr ...,...._.. .. -
?Add Silt Fence as Needed
( 3 )
?v?uvl,
J (.
n I
?r0:ct?
1100tH
:tr:a?I
1.' L !S t i l l
.., -.._ .. J10f111
RtWALD W. SCIIUT'TA
liv.io -fELI,ICU kOAU
[!:l,iiKL1N; N.C? 28734
( 2 )
r r, 5

( i )
r.?tr
S
n
1110
(;050
Fieck Dams Spaced
As Required
I NANTAIIALA POWER .& LICIIT CO*
I P.U. BOX 200
I FRANKLIN, N.C. 28734
- I- it"I r
A
i 5 Ir.
v I n IV
I
I
1
9100
I
I
I
n 1 511
( 3 )
- - N AIIU 111" CMP. AT STA. 6+00
_ l R'r. . TO 1.11'.
NO I 111PE ___--
-- ( Silt Basin Type B
81x 3' x 2'
1
_ ._ I _. l101IU
-I
I
I
I
7150
1 r 1 n IV
1 7000
- i-
I Cr050
- I-
I -
I
1
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I
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n 10 I n IV
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( I )
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a P'?. v.r. +?Y++wwr.?ww+u.? .. tffn.r.....r........r....,.r...wr?.rr- .. ....r.arr.r.+r....r... .....- _«...-.... ... .. -.-r --... _-r...r.?..-.
- - _I - t h NU EXIST. 1' 11'1:. - ADD 18" cMr.
- - -4- - - L'r. 10 ITT. STA. 14+00
NO . r HI M
?t1rV?? I ???VV
5 l,. I 5 l?'
R Iv I Iv
I•r05h I 1.10511
I
I
,
Sl1Jt Basin Type B a' r,
L'x 3Ix 2' I
1 I i ? "r?
( 3 )
Ch :k Dams
Spay: _ 1 as Required

I
A
I
10?rr00 3 )
I
I Add Silt fence as Needed
1 150 I 12050
s tr' ? I` tr.
It Iv I Iv
1
I?1th ( 120th
-i
I
A I
110 ,rt 1 110511
. I
i
i -
I11th 1 110th
- i- (Kock Silt Screen
A i
I Silt Basin Type B
101.1(01 _ I_ tr 6 / 81x 3'x 2'
; Ex U11'. 3O" CMI' . TO BE RRrLACI
WITH 30" (;Pill. I.T. TO RT.
3004 CMC n iv C. STA. 1005
9MLMwV'iM1iM1t'KMAW.,:%ft w'L• • w••••. ... _- _-
C'
1-
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® 1
1
11;11)0
-I
I
Check Dams t I
Spaced as Required I
I
J I?.
n nI
it IT It PC
2v+oc,
r
.v
EXIST. 26"`CMP. TO BE REPLACEI
I! WITH 74" (MV. LT. TO RT-
STA. 111160
IA'00
?,7$!;rr
Ir.
Iv
171110
Icrull
1151 5U
ii
( I )
L N0 l'IPK EXIST.- ADD 1811 CMP.
LT. 'ro RT. - STA. 16+50
I Add Silt fence as Needed ,
-lu?vit P

NO 111111: I.X I :;'I' - ADD 1011 CMV.
Ur. TO It'I'. STA. 24+60

?rrr?
NlI 1' 11'1: I:X I!;'I'.- AIIU 10" CM['.
L'r. 't'U Irr. STA. 224-05
10
J )

s?v+v
Add Silt Fence as Needed
? Ur1
o"I"C P

Check Dams
8j.aced as Required
Silt Basin type B
8rx 3'x 21
( 3 )
a<v+cPV - I-_
s lr• t p
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;??, r ru I
_ ly
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I
5
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2Ci+VV
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(1150
9100
Y't 1 !U r
,.Yfl 1111)
77 150
V.
BIZ I ncl. NO. 78
20' WIDE x JO' LONG
STA. 77+20 - 77+50
7.7101)
r
176150
( 3 )
12f;100
Add Silt Fence as Needed
125150
i tv
?_13+V c.)

r.N,..r.,?,?.,,,,.,t, .
"maim
..
..
?.....?_.._

001 UU - I- 3t3?UU

I

; CXI5'T. 18" CML'. TD UE REPLACED
n? tCMP.
18"^ _ ?
tr?,r 't WUM 2h" C1,111. LT. TO RT.
_
1 0." S'TA.? 34165

, . l , r r r , I
- 1- I . I .Illy Rock S i l t Screen
( 3 ) I ( 3 )
1 -
r I
I

r.r CXIS'r. 111" CMP. TO BC REPLACED
- --'' - I-'-' W1'fll 2?r" CMI'. LT. TO R'T.
:Yllt Basin Type B 18" (CMP ?
STA. 331t1U

8'x 3'x 2' ® 1 =

I 12,5rr Add Silt Fence as Needed
r>? ,rl
5 V• I 5 tr,
R IV 1 R IV

.r;??illl I
I- .)7?UU

( 3 ) I
I
( 3 )
AI f51r I
- II 150
I
I
Check Dams
:'paced as Required I
III00 (
-I
I )1?UU
.w1 50
1
1
J cr I s Ir.
R IV ( It IV
r?,?vv 1 ;34(..P 1 cP Cr

Check Dams
:spaced as Required
( 3 )
?V?UU i -4U?UG?
w I
R IV I n IV
1•li9r) I .IUt;;tl
1
1n?lllt _ I .Itltllfl
I
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Illy 0 I_ .18100 Add Silt fence as Needed
`I
I
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I
,,
J (l. I J (1
If IV I It IV
I
°11t Basin Type
8'x 3'x 21
(3 )
1i 1 ` tl NO 1' 1 PF* ItX I :i'1'- ADD 18" CMP.
- - -i- - - LT. TO R'1'. STA. 37+00
NO I P1P
I
I
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I
. I
I
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( 3 )
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v (I. I 5 (r'
It IV I It IV
I 1 ?.' fl v '1•1l'-w
i
Check Dams 1 r 1 uu
d Spaced as Required .11,00 _
--------------
)
3 3
) ? I
l.rl.i1J I 150
I.
I
l.r1f)fl _ I_ '1.?1r11)
I
i
I
i
.121 X0
5 (1. I 5 (1.
It IV I It IV
n T e
Silt Basin -
8' x 31 x 2p 1 '?j - 4,-,1 r) FX 1 S'l'. III" CHI'. TO BE REPLACEI
18" I CHP. WITH 7_?1" CM11. LT. TO RT.
STA. h7_rU5
.? I
I ,
I 1
1?15u I •11 150
Rock Silt Screen
V
1I 1Ut1 _ I •11100
- I - E1 S'I'. t iv, CHP. TO DE REPLACE
! --- -- .? TI1 21" CHI'. LT. TO RT.
18" I CHP. 'A. /tIt11 fill
I ( J )
3 ) I
LFXIST'. 1 511 CHI'. TD DE REPLACF
S" CHP.- TII 71111 CM11. LT. TO RT.
i- - . ... ........................
It cp A. 40121)

1
-r
im
NU 1 PIP NO 11111E EXIST. ADD 1811 CMP.
LT. TU ItT. STA. 50.100
5 V . I 5 (p -
it I V I IT 1V

I
I
I
Add Silt Fence as Needed
1 r?r) -I 1,),t)r)

Dams
k
Chec
E
paced as Required I
r::•;rr 1 ?:1::rr

( 3 )

r:trtrr 1
I
I
-I

t,11ur1 ( J )
i
5 11. I 5 11.
n IV 1 n 1V

-- - "I- -, - EX I S'r. 18" CMP. TO BE REPLACE
WITH 2411 CMP. LT. TO RT.
18" I CMP.
1 STA. 47110
Rock Silt Screen
Silt Basin Type IS tr:?1' I
._
~ ?rr:?r?
8'x 3'x 2' I

EXIST. lil" CMP. TU BE REPLACE

$"
CMP - I WITH 2h" CM11. LT. TO RT.
1
. STA. h6170

I ???I111?
( 3 fCGI
1 ( :3 )

.15 5 i
o I
45150
i
5() 1
5W
n 1V I n 1V
-aG?VV ? - i- ?13?VV ..
t»+UU I $??UU
n v I n v
• 'I
?; I sn _ I_ S•1+50
I
I
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T
I
;.11111) • _ I_ 5.1-100 ( =, )
( 3 )
I
JOT
t NO -1 Pit C. NO E' I VE FX 1 ST. ADD 18" CMP.
LT. 1'U R'I'. STA. 53+50
:Alt Basin Type B :1.1foo
8'a 3'x 20 - I-
?150 52+50
5 0' I 5 0'
R IV I R IV
( 3 ) I ( J )
of I
EX 1 S'f i NG 1 II" CMP. TO BE
- I CMI . ?° REt I,ACRI1 W 1'1'11 24" CMP.
igu o. '
' I . L'C. 'YO It'f. STA. 51+85
,)15u I 91450
Rock Silt Screen
? I
E -
Check Dams 51100 _ I- 51+00
Spaced as Required I
,0+50
. - 1
I
s n I - 5 0,
RIV I RIV
L3j,U+UU

,t
<iU+UU _ (- 8000
I n v
n v
•
ri!;rr
_ 1_ 59iriO
I ,
'-"--I - - +) NO P111 E I:XI;i't'INC: ADD 18" CNl'.
LT. TO Irr. STA. 59+00
NU I PIP E
Iu
Add Silt Fence as Needed
Silt Basin Type B

81x 31x 21
- i- is r 00

1
7 50 I -

57050
n• I 5 p•
IV I
I R IV
57+U1)
S?, - - - - - EXISTING 15" CMP . TU BE
ItEPLACI:1) WITH 18" CMP.
15" I CM
I LT. Tf) RT- STA. 56+85
56+50

3
U+) I 56100

Check Dams i
i
Spaced as Required I

I
I :15 50
s v. I s ?.
IT IV I R IV
?G+UO -I- SS+OQ?

__ I-
4vv c3r3+vo
A
5 IF
R IV I R
V

I
(0 150
- I-
G (,5v
1
1 ,
Chec=Dams v , ,
NU L 1 l I t:X t S•T I NG;
ADD
CMP.
Spaced
LT. TU im STA. 64
+00

NU I P1
_ i
GJ?50
i ( 3 )
3
' I
i
I
I
(; ?,(?(?
Add S1It fence as Needed
(rrr?
i
I
62150
5 1 R IV

Silt Basin Type B 4SS -- -?-- 15" CMP. TO BE REPLAI
8'x 31x 2' CMP. LT.
E TO RT.
15"
C
STA.

I
;2 ? OU
G24oU
(
' 3
3?

- I
- 61450

--- =1- - - EXISTING 24,1 CMP. TU BE REPLI
WITH 24" CMP- LT. TO RT.
r,l -?}
@H
I
I
I
60'50 60450

I
R
V
R V I

` R 5 01 5 01
IV I R IV
69 50 I 69+50
- I-
I ,
Check Dams I
Spaced as Required Add Silt Fence as Needed
ti?lltlU ---
V 1
- ( 3 )
( 3 )
r'M 1.,;0 1 tiN 150
6,11, 00 1 68+00
V
i
r; 7 1 50 67+50
5 0' i 5 0'
r:? I Rlv
Silt Basin Type B - ` - - -
81x 3'x 2' -J` -
15" I CM
r, 7% - -
? ® I
I
3
-I
I
I
I
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- I-
I
1
r;,,,0 -
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5 0' I
n IV I
EXISTING 15" CMP. TO BE
67400 REPLACED WITH 18" CMP.
LT. TO R'r. STA. 67+15
( 3 )
66150
66400
65450
RI V
o tw3 co"
s a• I s a•
R IV I R IV
? ";o I 7,1450
-I
1 '
7•11uu
I
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7.1450
Check Dams I
Spaced as Required ----? I
;,1lt,t1 I 73400
-I
I
( 3 i ( :) )
I
;2450
R IV I R V
4. I
72100
-I
I
I '
150 I 71+50
i
71
7l1UU 400
. I Add Silt Fence as Needed
;I11:.1, 704511
I
I
5 a• I 5 a•
n IV I R IV
^. U?UU I 7U14VU

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r'I sofvCi I- - sott?oo 'i

79150
` I
-I 79+50

79+00 I
I
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r 79+00
78+50 78+50
c'
i•
78100 _ I 78+00 i,
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77+50 (
-
r 774SO
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77+UO
77+00

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i 7G+50
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-
76+50 I

76+00 I
76+00

75+50
75+50 , i
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?01 COO ? BOO-? (-..
_ _
? 1

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
La
Symbol-

245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
896.02
896.03
Temporary Silt Ditch TSo -__ . VI-2
Temporary Diversion .......................... .TO _ ___ VI-4
Silt Fence
orar
Tem v1- G
y
p
......................
-H
____
____
Temporary Slope Drain with Earth Berm .......... F- ?-- vi - 8
Silt Basin' Type A ................................. -0 ---- v1-10
Silt Basin Type B ............................•..... ......... --- vi 12
Temporary Rock Silt Check Type-A ........ .. ------- ---- vi -14
Temporary Rock Silt Check Type-B ........ ....* -------- ---- vi - 16
Temporary Rock Sediment Dam Type-A ........... : ___ v1- is
Temporary Rock Sediment Dam Type-B ...
U

VI - 20
Rock Pipe Inlet Protection
..................... ...
........ ) ___ vI - 22
Rock Silt Screen .................................... .....
J Ue--
- ----
VI - 24
Stilling Basin ...........................•--•--....... ........... . ? ----- VI 26
Rock Inlet Protection: }
Type A ............................... A .. OR -- A 1, ----- VI - 30
Type B ............................... B U-- OR • B)) ----- vi 32
Type C ............... ............. C a-- OR C ) ---- vi 34
VI-1 March, 1993

TEMPORARY SILT FENCES
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 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

i
V1-6 March, 1993
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V1-7 March, 1993

SILT BASIN TYPE-BS

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 die ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is genefally 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)

VI-12 March, 1993

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TEMPORARY ROCK SILT CHECK TYPE-BI

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 CRrIERIA:
Center of rock silt check shall be at least 1
(top of channel sides)
The spacing (ft.) _ (3 / % of ditch grade) X
foot lower than the outer edges
100 ft.
VI-16 March, 1993
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ROCK SILT SCREENS
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A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported.by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-24 March, 1993

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PIPE OUTLET ENERGY DISSIPATOR: 00
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A pipe outlet energy dissipator shall be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing off-site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE:
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRITERIA:
• In accordance with chart on page VIII-3.
Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS :
Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type 11 filter
fabric.
VI-34 March, 1993
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VI-35 March, 1993

Ms. Wanda Frazier
Division of Water Quality
Interchange Bldg
59 Woodfin Place
Asheville, N.C.28801
P.O. Box 3279
Asheville, N.C.
July 8, 1997

Subject: S.R. 1308, Madison Co. "r
BPD i.,? <v
Dear Ms. Frazier, _F?9? k 9?1
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?Fs
I am sending you a revised sketch of a proposed channel change in Duck
Mill Creek. We are proposing a channel change in said creek approximately 145'
in length from Station 28+00 thru Station 29+45 in order to build a typical
section for the proposed widening of S.R. 1308, Duck Mill Rd.
If you have any comments or questions concerning this project,
please contact J.N. Jarrett or myself of this office at 704-298-2741.
Thank you for your cooperation and assistance in this matter.
KAW:JNJ:jnj
'p& -
Sincerely yours,
e,,^ ope A"
te". A t.,vJSCM
District Engineer
Fem.
MEMO
TO: G-
DATE: /0) ^ 9
SUBJECT:?
re /aCq?js, ??Crs rE?o??i?e? -?v fS
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From: C C- 6
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North Carolina Department of Environment,
Health and Natural Resources T? D
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