19920738 Ver 1_Complete File_19921217

STATE
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North SalispWBI§J?pp? 11aleigborth Carolina 27611
11 James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
W. Trent Anderson
N.C. Department of Transportation
PO Box 1551
Andrews, North Carolina 28901
Dear Mr. Anderson:
Subject: Proposed Fill in Wetlands or Waters
Road improvements, SR 1138 Middle Skeenah Road
Macon County, DEM Project # 92738
Upon review of your request for Water Quality Certification
to place fill material in less than one acre of wetlands or
waters in North Fork Skeenah Creek for road improvements located
at SR 1138 in Macon County, we have determined that the proposed
fill can be covered by General Water Quality Certification No.
2732 issued January 21, 1992. A copy of the General
Certification is attached. This Certification may be used in
qualifying for coverage under Corps of Engineers' Nationwide
Permit No. 14.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
q.Areston oward, r. P.E.
APH:JD
Attachment
J
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional&tFpICES
Mr. John Dorney
Asheville Cel?4a aZllFileMooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 9191946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
MEMORA`1, DUM
TO:
John Dorney
Planning Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)***
INITIALS:
Reviewer:
WQ Supv:
Date:
PERMIT _YR: 92 PER14IT_NO: 0000738 COUNTY: MACON
APPLICANT NAME: NC DOT - PAVE SR 1138
PROJECT-TYPE: CULVERT/PAVE PERMIT-TYPE: NW14
COE_4 : DOT-4: .
RCD_FROM_CDA: DOT DATE_FR1?1_CDA: 12/17/92 /
REG_OFFICE: ARO RIVER_AND_SUB_BASIN-Iff : L 7/4 0 y-0`f 0
/ rs k
STREAM_CLASS : (f
STR_INDEX_NO: 9,-13-1
WL_IMPACT?: Y N
WL REQUESTED:
HYDRO CNECT?: YIN
MITIGATION?: Y/cp
MITIGATION SIZE:
WL_`i'YPE : A)M STR
WL ACR EST?: YIN
WL SCORE (U : D
MITIGATION-TYPE:
IS WETLAND RATING SHEET ATTACHED?: 01N
RECOMMENDATION (Circle One): SSU JISSUE/COND DENY
COMMENTS: / S ,,, 2)D % ?.., j -A
A i1
ISXLJ r G?nov> ( re- -*I. k r'Ct SV iFA Acs- e a Nl? 14 • A/$ Ad?Z? t r'i.» ( (,e'j ,, ,A f

cc: Regional Office
Central Files
;,,; •? Ls U U l9 1 n
131993
µJF:
HR ')"; !

WETLAND RATING SYSTEM WORKSHEET
Project No. or description 9;z.1'SB poT St.-tam C.ors?;,4s MVIJ
Location
County ?dcon Nearest road or town
River basin 1,re„n
Nearest stream A1,LArwk-5geenzh Cveek and classification r-rte
Evaluator
Agency and address i?C oc: M A go
Date and time evaluated S' Z,\ q -3 113c2
Major Wetland Type _S TK
Approximate size of wetland system AM acres
Approximate extent of wetlands in area ,v/ij acres
within miles
Three most common plant species (in order) :P//f
Soil Series (if known)
Hydrologic indicators
Direct surface hydrologic connection? Y S NO
Existing Conditions
Drainage
Disturbance
Restoration potential
Restoration value
Is site known to provide habitat for rare, endangered or
threatened species? Alo If so, list species observed or recorded.
Item No. Score (circle one)
I. Location/Landscape
1 Natural area buffer 5
2 Sensitive watershed 5 4 3 2 1
3 Dispersal corridor system 5 4 3 2 1
II. Ecological Values
4 Special ecological attributes 5 4 3 2 1
5 Wildlife habitat 5 4 3 2 1
6 Aquatic life 5 4 3 2 1 0
7 Water storage 5 4 3 2 1
8 Streambank stabilization 5 4 3 2 1
9 Removal of pollutants 5 4 3 2 1
III. Human Values
10 Outdoor recreation/education 5 4 3 2
11 Economic value 5 4 3 2 1
Total score
Site description and notes: (70v ?,p,9 s -s To W: den + Wave. 2?o?'t%'04'
Da- SR I13r s Pa ^5 74C -road S4,,Jj vesvlt in aM ove,0 vedvo'tgb, ed- sPd sO+ents
1o/ 1W STvevv%.
13
JHN-2o-1'Jy.5 by; b.5 t-KUI'I HSneU 1 1 le KU ULMNK l u 71717IJJIJ.mj0 r-. ul
N. C. DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
ASHEVILLE REGIONAL OFFICE
DIVISION OF ENVIRONMENTAL MANAGEMENT
WA'T'ER QUALITY SECTION
TO:
FAX ##: Cj/ g- 7 s -? 1/ 3 3 0
FROM: 0"-, 1 LD,- PA 2.
FAX ##: [phone]
DATE: /I ?G?, /?1?3
# OF PAGES-.,3
MESSAGE: A

CJ V (/ T.' .L.fi-y /L[. Cwt (i) f D n??- --
JAN-26-1993 09:04 FKUM Hsheuille KU DEHNN Iu
WETLAND RATING SYSTEM WORKSHEET
Project No. or description 7.-13g Oo S ..c .'143 NIV14
Location
county 11.?ton Nearest road or town.?,?1 !?'rr
River basin
Nearest stream?????ti [t.?eK and classification C.r?
Evaluator ?e..s .^
Agency and address /?cotFK A (Zo
Date and time evaluated S Q;\113 1 3r2 -
Major Wetland Type S T
A acres
Approximate size of wetland system Al
Approximate extent of wetlands in area A,14 __acres
within miles
Three most common plant species (in order):P/,4
Soil Series (if known) All
Hydrologic indicators
Direct surface hydrologic connection? Y S NO
Existing Conditions
Drainage
Disturbance
Restoration potential
Restoration value
Is site known to p?rovide habitat for rare, endangered or
threatened species? No If so, list species observed or recorded.
Item No.
1. Location/Landscape
1 Natural area buffer
2 Sensitive watershed
3 Dispersal corridor system
II. Ecological Values
4 Special ecological attributes
5 wildlife habitat
6 Aquatic life
7 Water storage
8 Streambank stabilization
9 Removal of pollutants
III. Human Values
10 Outdoor recreation/education
11 Economic value
Score (circle one)
5
5
4
3
2
1
5 4 3 2 1
5
5 4
4 3
3 2
2 1
1
5
5 4
4 3
3 2
2 1 0
1
5
5 4
4 3
3 2
2 1
1
5
5 4
4 3
3 2
2
1
19
Total score 0
Site description and notes: DDS two o S P.s rd W'do" 4- z po'''%'°0
OS- SR 1f3Sr pav:-b 7Ge -road S40AJ vtivlt Ift a,- ovtvilf yeol?onor• .6' ced.me„'fs
JIf .A "'J STVeJM-
TOTAL P.03
JRN-26-1yy.i U _J; b-5 t-KUFI HSheU 1 1 1 e KU ULMNN l u 71717 (JJ1JJtS r. YJG
INITIALS:
KORANDUM Reviewer.
OV WQ Supv:
John DorneY Date:
Planning Branch
BJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
**EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)***
PERMIT_YR: 92 PERMIT-110: 0000738 COUNTY: MACON
PPLICANT NAME: NC DOT - PAVE SR 1138 PERMIT-TYPE: NW14
PROJECT_TYPE: CULVERT/PAVE DOT-#:
COE_#:
RCD_FROM-CDA: DOT DATE_FRM_CDA: 12/17/92
REG_OFFICE: ARO RIVER_,AND_SUB_BASIN-#:L TN 0 y.0 O
STREAM_CLASS : C %r o k f
STR_INDEX_NO: 2 13-l
WL_IMPACT? : Y& WL.._.TYPE : /V f 14 ST9
WL REQUESTED: WL_ACR`EST?: YIN
HYDRO_CNECT?: YIN WL_SCORE(ff): V
MITIGATION?: YAP MITIGATION-TYPE:
:TIGATION_SIZE:
IS WETLAND RATING SHEET ATTACHED?: 01N
RECOMMENDATION (Circle One): SSUF ISSUE/COND DENY
COMMENTS :
! - i v? jL t , !? KC,GL
C: Regional Office
Central Files
q273?
` APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OA1a APPROVAL NO. 0702-0036
(33 CFR 325) l Expires 30 June 1992
Public reporting burden for this collection of information is estimated to average 5 hours per responso for the majority of cases, including the time for reviewing
instructions, searching oxistu?g data sources, gathering and maintaining the data neodod, completing and roviorving the collection of information.
Applications for larger or more complex projects, or ttoso in ocologiewly sensitive areas;w,1 o longer. Send comments regarding this burden estimate or any
other aspect of this collection of information, including suggestions for reducing this burW. I Washington Sq rs Services, Directorate for Information
11 ( i
Operations and Reports, 1215 Jefferson Davis Highway
Suite 1204
Arlington
VA 22 02-4
-?
>
formatiort and Re
ulator
Affair
0ff
,
,
i
j
?
,
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1
of Management and Budgot, Washington, DC 20503. `??T
0?)Atl
Tho Department of tho Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899. Section 404 of the Clean Water Act and
Section 103 of the Marino, Protoctai. Research and Sanctuaries Act Those laws require permits authorizing activities"in or affecting navigable waters of the
United States, the dischargo of dredged or fill material into waters of the United States, and the transportation of dredged material for the purpose of dumping it
into ocean waters. Information provided on this form will be used in evaluating the application for a permit Information in this application is made a matter of
public record through issuanco of a public notice. Disclosure of tho information requested is voluntary; however, the data requested are necessary in order to
communicato with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be processed nor
can a permit bo issued.
Ono set of original drawings or good roprodu6blo copies which show the location and character of the proposed activity must loo allwhod to this application
(see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over 0x1 location of tho proposed activity. An application
that is not completed in full will be returned.
1. APPLICATION NUMBER (To ba assigned by Corps) 3. NAME, ADDRESS. AND TITLE OF AUTHORIZED AGENT
Telephone no
during business hours
.
2. N?A`M?E AND ADDRESS OF APPLICANT
uV r Trend A ncle(-son-
A/C ( ) (R
i
dence)

Nor6h Carol ir-40
+
[)C
o? `rR
k
A; ce)
f
ac{ ) (Offico
-
P
.
lnsfor
A
rt`,
R O. Soy 15,5 1
Ana (-e-,q s
N C
2actD 1 Statement of Authorization: I hereby designate and authorize
to act in my
,
-
Telephone no. during business hours behalf as my agent in tho processing of this permit application and to
furnish, upon roquosb supplemental information in support of the application.
A/C ( ) (Residonce)
A/c (704) S2 j- , (Office) SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
-Co L4e5 cte*, e4enl pipe Cu Ve-(- -S in lour C4) lcicaA ions oft.

,
SR l 13S ),0189[e Skeenah Road, i n Macom Coun?4 f t\1 C.
s l -T E l a S-rA. 12 + 09 S I -re 3 : S-T ik 3C) + 89
!S VT 1E:1 2 ST A. VOL I It- 4
Ib. PURPOSE
-C'o w ide, and PaVe.. SR 1135 -Lo rneeA- SIC DOT -A-anc ctAs
?or -?yel c.al sew ;0r\- and al i jnmen+ ?or pa%leJ.. Secondar? rclctc s.
-There are our' C.4) ) ocoA ions along 4te roQll cons+ruc4ior., pr 3c -
r l., 1 I I , r , .. ? r ,
v.it.. % ,- %d1v- VG( r-u(tx, u n a Propose-a- road width., maKe culvert 0 rb4le5
c. DISCHARGE OF DREDGED OR FILL MATERIAL I
i
i
? e
a6c
NG FORM 4345, Aug 89 EDITION OF APR 86 IS O(3S(XETE
i
1
({'rnl w,r?unl CECW-ON(
I ? .A

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P. 0. Box 1551
Andrews, N. C. 28901
December 9, 1992
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
MACON COUNTY
SR 1138
Mr. Bob Johnson
US Army Corps of Engineers
Rm. 75, Grove Arcade Buildi?
37 Battery Park Ave-nue
Asheville, N. C. 28801-2714
Dear Mr. Johnson:
?Z73?
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR_
-- The North Carolina Department of Transportation is
proposing to construct and pave SR 1138, Middle Skeenah
Road, in Macon County. In order to build this project in
accordance with our current standards, it will be necessary
_w....___ to.upgr..ade..and extend, tour., station 12+09 the existing 36" CMP is to be replaced with 55
L.F. of 48" CMP. At survey station 19+38 the existing 30"
CMP is to be extended by five (5) L.F. at the outlet end.
At survey station 30+89 the existing 24" CMP is to be
removed and replaced with 50 L.F. of 24" CMP. At survey
station 31+93 the existing 36" CMP is to be removed and
replaced with 44 L.F. of 36" CMP.
Three (3) of the existing culverts were installed in a
manner that causes the water to discharge above the
respective stream bed elevations at the outlet ends of the
culverts. We propose to install the new culverts slightly
below the existing strearnbed elevations to minimize impacts
to wildlife habitat and allow the existing steam gradient to
remain as unchanged as is physically possible.
The best management. practices will. be used to minimize
and control sedimentation <ind orosion on this project. The
construction foreman will. review all erosion control
me.Asure,, daily to ensurf_? and erosion are being
effectively controlled. If tJio pl.:;rrnf.2d device. are not
functioning as intended, will inunc ?i.:?L'ely he replacf=d
with be>Lt.ei devices. Tht t oc;f; ,i l t sc r (-. ,ens and other
An Equal Opportunity /Affirmative Action Employer
r
Page 2
Mr. Bob Johnson
December 9, 1992
erosion control devices will be in place prior, to removal of
the existing culverts and will remain in place until the
project is stabilized.
By copy of this letter, we are requesting the N. C.
Wildlife Resources Commission to comment to you concerning
our request. Also, by copy of this letter to the N. C.
Division of Environmental Management we are requesting
authorization under Section 401 of the Clean Water Act.
Enclosed are a location map, straight-line diagram,
plan/profile sheets, erosion control plans and details, and
a U.S.G.S. Map indicating location of project and culvert
locations. Please review this request for authorization
under Section 404 of the Clean Water Act. If you have any
questions concerning this application, please contact me at
[phone].
Sincerely,
W. Trent Ander n
County Maintenance Engineer
Enclosures
cc: Mr. Mickey Clemmons
Mr. Eric Galamb
Mr. V. A. Edwards, P. E.

3. NAME.
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OM11 APPROVAL NO. 0702-0036
(33 CFR 325) ' Expires 30 Juno 1992
'ublic reporting burden for this colloction of information is ostimatod to average 5 hours per response for tho majority of cases, including the time for reviewing
Istruction3, soarcfwg existing daW sourcos, gathering and maintaining ft data noodod. and complotirg and rovewirg the collection of information.
lppficabons for tarpon or more compia projects, or the o in ocologically sensitive aroas, will take longer. Send comments regarding this burden ostimalo or any
Ithor aspect of this cdbction of information, including suggestions for reducing this burden, to Washington Headquarters Sorvicos, Directorate for Information
)porations and Roports. 1215 Joftorson Davis Highway, Suite 1204, Arlington. VA 22202.4302; and to the Office of information and Rogulatory Affairs, Office
I Management and Budget, Washington, DC 20503.
he Dopartmonl of tho Army pormit program is authorizod by Section 10 of the Rims and Harbors Act of 1899. Soction 404 of tho Chan Water Act and
,oction 103 of the Marino, Protection, Rosoarch and Sancluarios Act., Those laws require permits authorizing activilies"kl or affocting navigable waters of tho
initod States, the discharge o((kodgod of fill material into waters of the United States, and the transportation of dredged matorial for tho purpose of dumping it
Ito ocean waters. Information providod on this form will be used in evaluating the application iL Information in this application is made a matter of
ublic record through issuance of a public notice. Disclosum of tho information roquostod is volu forgo a tardata.t uostod are necessary in order to
xnmunicalo with the applicant and to evaluate Ile permit application. 11 necessary information i o ho `? it tr ?olMinnot be processed nor
xt a permit be issued. f it
no sal of original drawings Or good fop(0duclblo copies which stow the location and character oposod activity must loo afforded to this application
00 samplo drawings and instructions) and be zubnuttod to tho District Engineer having iur' over Iho bcaUgrt bf the proposod activity. An application
at is rtol completed in full will be returned; .?-
APPLICATION NUMWR (ro bo ass4Mod by Corps)
NAME AND ADDRESS OF APPLICANT
W . Tren? AnclerSon.
Nor6h Carol inq, De' o ka•4ion.
Tt leplwno no. during business hours
A/C I ) (Residence)
Atc ('704) SRI- 5 (Office)
9z 7357g
t AUTHORIZED AGENT
Telaphone no. during lwsirwss hours
A/C
A/C
(Residence)
(Office)
Statornent of Authorization: I hereby dosignato and authorize
to act in my
behalf as my wont in the processing of this permit cpplication and to
furnish, upon roQuesl, v4vtomontal information in support of the application.-
SIGNATURE OF APPLICANT DATE
NAILED DESCRIPTION OF PROPOSED ACTrM
ACTIVITY
:r . up?c?tc?;e.-1 e,4,enl Pin e....Gg1.ve.G.?.S.?,ita
S R 1138 M i cld le Skeenah ?ZoQd , i r1 Macon QW1`4e?)
S I -T E I S5 A. 12 + 09
S ITS 3 : S-M -50 + Gq
S Vt E 2 "ST A, _ 1 a + 38 S 1M 4 . ST A. 3, 1. 4 03
t r.. •.. 1; ?? ! ii l r<I`. .i .1-`.1 ( i Y:' f. ki -A -
PURPOSE
-t'o w 1de tti and Pav e, S R I IS8 -LO rnee-? TIC DOT S+andaA!S
or )ec-4 oR. and al i jnmen+ &- pa%ieh- Seronctar? r'oct&s.
here. are - our .'C4) kca- ions aI onq e rocLA con6- rvc? iofL Pro'
?here. -the f.er(->:xir1 and. roosed_, road wl-ck I . make c'ulve'A :u code
P P ?? s
?ecesstz c ? ,
ISCHARGE OF DREDGED OR FILL MATERIAL
•

FORM 4345, Aug 89 EDITION OF APR 86 IS OnSOIETE W(.gxx-,,W C[CW-ON)
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HACON Co.
R N A r RIDDLE SKEENAII
' LrL
S. R. 1138
6.972122
FR 0 M, SR-1138 E.O.P. TO 32+50 D.E.
AQQITIQN
IMPROVEMENT x
• TO BE. PAVE *Y x _
P POLES TO - B-E'= M O V E D 2
T. POLES TO BE MOVE D . _ 1
11
•W WI DTH 45' _
SCALE 50
DATE 7-23-92.

5+00 I 15+00 CHARLES T. & JAON E. COME
203 MIDDLE SKEENAIi RD.
FRANKLIN, N. C. 28734
I I (5)
4+40 PL
X45-;Fd -
I
RUDOLPH J. & GESSIE A. DOHIZIO I DOUGLAS & LINDA MASON
11 SEA SWALLOW TERRACE 70 SKEENAH RD.
ORMOND BEACH, FL. 32176 FRANKLIN, 11. C. 28734
(3) (4)
I
•1
I
2+65 PL

c?
C/O DOUG MASON
70,-SKEENAH RD.
FRANKLIN, H. C. 28734
(1)

ROGER D. & CONNIE D. HALL
154 NORTH SKEENAII RD.
FRANKLIN, N. C. 28734
(2)
?• 15 C-
.J "
0+70;????
I
04001
I
REPLACE WITII 18"
o°
1 0+00

10+00 I

=, -r
10+00
l
iY
(5)
UDO & TERESA H.. SCHMIDT
176 N. SKEENAH RD.
FRANKLIN, H. C. 28734'I
(6)
? I
I?
(3)
I
I
0 0 15" o: %• ADD 15" CHP
v
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I 4 5 ? '?I
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5+30
c?
5+00 I ?/ I 5+00
15+00 I
KENNETH T. COOK
C/O HOMER COOK
33509 SR 530 NE
ARLINGTON, WA. 98233
(8)

t
? I
361,
i_ 12- ±2?,i-Q ?-
owoc?--

_ SUE SANDERS BATTLES
179 N. SKEENAll RD.
FRANKLIN, 11. C. 28734
?a (7)
I
3::12+20 PL
;f
Cy
1--- 4 5
ADD 1511 CMPI
U
I ?-
10+00 I I 10+00
20+00 co t120+00
e?
I JOAN & CLARE COLTHUP
I 195 NORTH SKEENAll RD.
FRANKLIN N. C. 28734
-CUP
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-- 5 (13)
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DOYLE & BETTY SANDERS
"190-NORTH SKEENAll" RD
FRANKLIN, N. C. 28734
(12)

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T11URMAN JACK & MARY LOU SANDERS
182 NORTH SKEENAll RD.
I FRANKLIN; N. C. 28734
(11)
r
L?
i
id+z:) 00 FRANKLIN, N. C. 287341
THURMAN JACK & MARY LOU SANDERS 0
0 o- 0-
182 NORTH SKEENAll RD. (9)
FRANKLIN, N. C. 28734

(11) `o
15+80 I 1 4 5
-'' I
0 0
NED HARDY SANDERS 00
180 NORTH SKEENAIi I 0 00
FRANKLIN, N. C. 28734 )18- &11?

(10) REPLACE WITH NEW 18" CMI'

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15
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15+00 +
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30+00 30+00
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(13)
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(13)
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35+00 I 35+00
? I
-<- 45-d
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DEMKO LAND CORPORATION
4240 NORTH OCEAN DRIVE
LAUDERDALE-BY-TILE-SEA, FL 33308
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03 ., Temporary Silt Ditch =
245.05 Temporary-"Diversion ,D
893.01 Temporary Silt Fence ......................
890.05 Temporary Slope Drain with Earth Berm ..........
Silt Basin Type A ............
Silt Basin Type B
892.04 Temporary Rock Silt Check Type-A ..........
895.1.0.,-..Temporary _Rock Silt Check
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 Protect ion--Type-B
894.01 Rock Silt Screen ___-___,___• ................•.........._.....
245.04 Stilling Basin F;7
-
Rock Inlet Protection: 1
896.01 Type A ............................... A ?? .. OR -• A 1?
896.02 Type B B ?? .' OR -- B
896.03 Type •- OR -- C))
12 March. 1992
• TEMPORARY ERO SIOI V CON TPOL SYMBOL c
TEMP STOVE DITCH CHECK ?
h?OCK.. -iL•T CHECK DAM
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S/LT BAS/N- B L%
EMP SLOPE DRAIN -
EMP SILT DITCH 7-5 D .
4/? TH EM BANKMEV T
L T FEN CE
'ERGLASS ROVING

?- F G P
Proposed Road ..................... ....
Control of :Acc,?"s 1-1.110 ..............
Slone Stalcc l,i,le .................... -- ???-- ; •--
Bridge .............................
-•-,
Culvert ................. ..........
Woods .............................
Tele, hone or Telr_?raE?!i Pole ......... .t:?t ,• -a- , ?rtcot• •o- t
To%:,er Pole and Line ................. ,
Power Pole ......................... •t?:t;- A 111tcOV
EasemenL.Line ......................
i1•fo ing Limic ....................... ... --.1?
Guard ` Dail . . . . . . . .. . . . . . . . . . . T 1 T 7
Sanitary Sewer Line ................. --'-?r -'-5=
Water Lint ......................... ? t
G as Lin(! .......................... ,
t,I:01,c?St:U F*Xfs t--t---
Chain Link Fence ...................
Regeneration ........................
Reforesc:tcion .......................
Temporary Silt Dicch ................
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Temporary Silc Fenc --% ................ -??
Temporary Slope Drain ..............
Brush Barrie>t........................ SUc Check Dane 'lope A ...............
Silt Check Dam Type B ................
SUc Basin 'I e A
Silc f3Zis111 13 ....................
Rock Si-'[ Check D.:int ................. -
l:?? ??1 ?Lf'n1 ........................ -? --? -+ ? -r
1'Ohl>. Stone Ditch
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Rock s1?T Q i I -?-TEM P. ROCK S I CT
SCREEN I CNECV, TYPE B
(SPACED AS REQ'D)
o -SHOULDER POINY OF
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STREAM/ PIPE PROFILE
SR 1138 - M I DDLE. 5kEENA1-l RD.
MACON COUNT`( NC SCALE
= 2(DI-IoFz

517E 2
STA 1 9 +38 +
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P. ROCK SILT `
(SPACED AS REQ D)
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PROPOSED ROAD
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- STREAM /PI PE PROFILE
SR I I3S M1OOLE 5KEENAI-! RD.
SCALE=
?AACoN COUN•TY NC I" = 10' NOR.
' C =10' VERT.
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STREAM / PIPE PROFILE SCALE
SR 'I l38 MIDDLE SKEENAH RD. = 10' HOR.
M/ACOW COUNTY, Nc i/t =10' VERT.

SITE 4
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STREAM / PIPE. PROFILE _-._..:
SR II S MIDDLE SUE 14 -ORD.
MACoN COUNTY . NC SCALE
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TEMPORARY SILT DITCH:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.

13 March, 1992

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14
March, 1992

TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water 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 CRnTmA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length ._.S.ft 5 ft.
Post spacing .10 ft. 6 ft. maximum

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17 March, 1992

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TEMPORARY ROCK SILT CHECK TYPE-B:
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins. _ `-
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = (3 / % of ditch grade) X 100 ft.
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27 March, 1992
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28 March,1992
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ROCK SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occursmin or` 4°
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone -#-5 or # 57 stone
• Dam height 1.5 ft., minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)

37 March, 1992
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