19980165 Ver 1_Complete File_19980219

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
WON
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NKIURAL RESOURCES
March 9, 1998
Transylvania County
DWQ Project 980165
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Edward Green
4142 Haywood Road
Hore Shoe NC 28742
Dear Mr. Edward Green:
You have our approval, in accordance with the attached conditions and those listed below, to impact
0.03 acres of wetlands or waters for the purpose of road crosssing at Bravard, as you described in your
application dated February 19, 1998. After reviewing your application, we have decided that this impact is
covered by General Water Quality Certification Number 3103. This certification allows you to use
Nationwide Permit Number NW 14 when it is issued by the Corps of Engineers. In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Sediment and erosion control measures shall adhere to the design standards for sensitive watershed
(T 15A:04B.0024).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919-733-1786.
Sin 1
r ton Howard, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
980165.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh. NC 27607 Telephone [phone] FAX N 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

9 8-%
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. Division of Highways
GOVERNOR 4142 Haywood Road, Horse Shoe, NC 28742
February 13, 1998
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
E. NORRIS TOLSON
SECRETARY
Uuj
SUBJECT: Proposed Culvert Extension, Channel Relocation
SR 1537, Rich Mountain Road
Transylvania County
Dear Mr. Baker,
Enclosed are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating SR 1537 Rich Mountain Road, in Transylvania County. SR l j.37 is a
gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance
of 3.03 miles. Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams noted on plans at
survey stations 18+55, 12+25,36+30,42+35, 51+70 and 61+50. Pipes will be replaced using our
standard method of pipe installation described in the erosion control plans. NCDOT "Best
Management Practices for Protection of Surface Waters" and proper phasing of erosion control
items will be used to minimize and control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to
work in the Trout Water Buffer Zone at locations described as follows:
Stream Station Range Location
French Broad River 0+00- 8+55 Rt.
French Broad River 50+70-51+70 Rt.
Trib to French Broad R. 59+00 -61+50 Rt.
Mr. David Baker
Page 2
February 13, 1998
Please note that we do not propose to disturb fill slopes in these locations with the exception of
pipe placement/replacement and a channel relocation as indicated on the attached erosion
control plans. We are requesting that Mr. Phillips approve our request for said variance when he
receives the required comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer,
and Mr. Mark Davis, N. C. Wildlife Resources Commission.
Due to the alignment of the stream and roadway and right of way constraints from survey stations
1+75- 3+10, we are requesting permission to relocate the channel of a small tributary to
alongside said survey stations. The proposed relocation would shift the stream approximately 4 -
6 feet right of the existing channel. (Page 5 - Erosion Control Plans)
By copy of this letter, we are asking Mr. Mark Davis, N.C. Wildlife Resources Commission, to
comment directly to the Corps of Engineers concerning the Nationwide Permit request
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are
requesting that Mr. Davis forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on the above project.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. C. E. Dumas, Jr., Assistant District Engineer, at (704) 891-
7911.
Sincerely Yours, 4-0
4rdEdw A. Green, P. E.
District Engineer
EAG/CED/ng
attachment
cc: Mr. Richard Phillips, P.E., Regional Engineer, DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Western Mountain Region Coordinator, NCWRC
Mr. D. B. Allen County Maintenance Engineer
DEX ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 10):
PREE -CONSTRUCTION NOTIFICATION P PFLT-PATION
FOR NATIONWIDE PEFM_ TS TEAT REQUIRE : , 1.j
pl
1) NCT= ICaT;CN R'O - CORPS OF ZNG--xTZ RS J
2) A72LICA=ION VCR SEC__CN 401
3) C.^.ORDLvAT=CN = = NC DIVISION OF CCASTAL G'?^ ETL?l1?Di(:ii?(;lIN
Sc M T? OR rG'=NAL AND (1) C--P° OF T=S C0b-4==Tv-0' FORM TO T- APPROP_IR AZZE
7--r= OE=-C= OF T==' COIL°S OF SGT-T-_-RS (Si AG=?TCY ADDRESSZS SEZ T) . S=rN-
(7) COPIES SHOULD BE SENT TO THE N.C. DI'J_S=ON OF ENVIRONMENTAL 14_3NAGZY_-ENT
(SL:. P_GZN;CY P-DDRESSES SH:.:.T) . PT=AS=• PRINT
1. OWNERS N?ME : A/C Do
2. VA_LING ADDRESS : Jt/ MA G AVO a op-Se :>I lo e-, /V(- G6 Zfe,
SuFDI'v=:.ON NAME. 114
C_:`_': 9KSe- Shoe S== .°_: /Y C Z_,? CODE: 09 7 2
P?OucC. LOCATION ADDRESS, TINCLUDIN SDIV.S.ON N??mE (77 D777 F3 CM
1e ire Sc? ,o o ?5'R S36' ??4 /S3]
M=?LI?TG P?D:t=.SS PovEj . a
?D H rlfNi4 G I?H Q G? ?G l/eL on /V 000 T//. To T//? ?NL? O /?O ?eG
3. TEyEP.:ONE N'u'2IBER (H _- . (WORE) . 91 7911
4.'77 P2oL_C.-=LE: AGENT'S NAM7 OR RESpoNS:.2L7 COR20R.;L_ E OF== C_=_,, 'F0DRBSS,
?t%ONE NUMBER:
?. ?aiaic?h'. e/1, /06,. el
Po r7 G - Se e Z f? 3 a /70 ? e .
S. LOCATION OF WORK (PROV=DE A MAP, PREF ERP.BLY A COPY OF USGS TOPOGRAPHIC
MA -0 OR A.ERTALL PHOTOGRAPHY WITH SC-1-LE)
COUNTY: ?rQ..s? {/an.? 4, NE.? RES T TOWN OR CITY: ?a-4
1
SPECI?IC LOCATION (-INCLUDE ROF0
NUHBERS, LANDMARKS, ETC.) : se e 0- Z a-b6V C,
6. niPACTED OR NEALEST .S .TR r l M? O ?C ?i?mc? r???f?

R_TVER BAS=N:?cI'1Ul l7i?oa[??iV[/

7a. TS PnOj`ECT LOCATED NEAR WATER C?ASSI-D

T AS TROUT, T=
DPI

T

^'
cZ?T?iVe?__:t
(SA), Fi=GH QU;JITY W -T-R S (FQW), OUTSMNIDING RESOURCE WATERS (ORW W TrR
SUPPLY
(tiv5-= On WS-
=
=) ? Y?S NO [ J IF Y 5,
EX? _:_N:
,
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pro 'c.?' w ! : n Q ion ?
7b. -15 THE PROjEC: LCC. TED W_N A NORT C LR CL:NTx DIv =:=ON OF COr_S:
M=VAGE.`iEN'T n?.=. OF EV'ti=10NI1_VT:? CONCERN (AEC ) ? v_ES ( j NO [%-<
7c. I= T_E E PRO?cC: IS LCC: TED W.rs:-N A COAST L COUNTY (SZE PAGE 7 FOR
LIS_ OF COASTAL COUNTI-C), WHAT THE LAND USE PI:?*I (:.,'uP) DESIGNATION?
8a. r _VE P*TY SEC0N 404 P--RH:_S PEEN PREVIOUSLY REQUESTED FOR USE ON
TE-S PROPERTY? YES [ ] NO C ' I_ YES, PROV=DE r_CTTON I.D. NUV37 , OF
?R.r'i=OUS P°_R_*is_ AND AYY DDIT_TCN:_, T_NFOP-M _T=ON (-NCLUDE P-CTOC02Y OF 401
CE=T_r:CAT:ON).
8b. PRE FDDITION;T, PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THEE
tuTU?--? YES ( J NO (?? IF YES, DESCRIBE PvTICI?ATED WORK:
9a. ESTIM-ATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: A{374ere-s
9b. ESTI-MI TED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROCECT S-TTE:
2

10a. NUMBER OF ACRES OE WETLANDS IMPACLED BY THE PROPOSED PROJECT BY:
FILLING: d? 3 EXCAVATION :
FLOODING: OTHER:
DRAINAGE : TOTAL ACAS TO BE I2-_4:PACTT...D : 0,03
10b. (1) STRE: 14_ C ?*IN?-• TO BE IMPACTED BY THE PROPOSED PROjECT
RS'LOCIT=D, PROVIDE DISTANCE, B0ZH BEZORE AND A- TER R.ELOC.?TION)
=14G= BEFORE: /-35 F"_ A ER FT
VIMTH BESOR.E (based on normal high water contours) Z e?'
4v=DTB AFTER: Z FT
Atii?AGE DE2':'Y B .7.R E. O. Z-5- D, 2?
(Z) STRF.Z`? Cr,t. GEL _at-'ZC•-S W_LJ R-TSUIT ;OM: (C K ALL, =;6T
OPEN C ?.ITNEL RZiCCA TION: V-*, PL_?C='ZENT6 OF P=? IN C ?VNEL:
C ?*TNEL EXCAVATION: CONSTRUCTION OF A DAMVEMC0DING:
OTHER: Re-D a eetne.7T/I,C-7x' ?en5l'o t7
!I. IF CONSTRUCTICN OF A FOND T_S PROPOSED, Wrr.:.T IS THE SIZE OF THE
W. TERScED DR:_NING TO T': POND? N?
WTI IS THE EXP --D POND SURFACE ARW_? N?
12. DESCRI?T-ION OF F:cOFOS=0 WORK INC-UDLNG 0TIZC"TS--7CN OF TYPE C7
I!=C ?NIC.1.? c -1-rMENT T,p a:. USED A_-.C P VS: S 1/ " ? X 11 DRAW_NGS
ONLY) : tv/17 7 end ?wv SR /537 1/S •`r74 ?Yi;"Itle e,redj1&1rZ
?a',?i Du 3 /!ate)'!!" roo?s. y
13. PURPOSE OF PROPOSED FORK: 1119 4 /a G 5'/? A53 p rnln/"?u en
?STQnJe.I, a CS / &_ e_ nn ?-0 1 Ale 00 r/7a/.1Alroe11rea64
3

IT _S DZVED MaT T::=S ACT_J_TY MUST BE C1SL?LBD
14. STATE R= -_SONS WHY
OUT IN WETL?NDS. (INCLUDE A_NrZ F ASURES TAKEN TO MIN7--!T_Z:: WETLAND
-mv- C'_' S) :
.5e'- e.., ae
s
15. YOU A_RE R EQU- R Z- D TO CONTAC_ TH r U. S . ?S'. AND W:LDLI?SE'R IC
(Us wS) AND/OR NATIONAL MARINE SERVICE (NY-73) (SEE AGENCY
?CDR SS S Sii =) FLC?RD=NG THE = 1 SINCE OF AN_ _=Dc': P-6L LISTL•D OR
PROPOSED FOR LISTING ENDANGERED OR T=R°:TENED S?EC_ES OR CRT_TIC_-r• F?^_T-
IN THE PROPOSED PROJECT. DAT7- _
CONTACTED : SG G Q7lat ?rYl nT? (ATT'AC R ESPCNSTS
FRCM THES- AG?NC=L..) _
^-TE H___ORIC PRESE-V AT_ ON O?.TR
la. YCUrR?. REQUItiED TH-z ST ._
-.NC-:f r.DDAESS _
( ..PO) ( C cS S -) rG'1D:NG THE PRESENCE OF HI- STOR_C
PROPERTIES IN THE PE: MI_ rR=; wr.IC'r ??v B : A--= TED BY THE PROPOSED
PROCECT DATE CONTACTED: ?tc a?at?irttert S _
17. DOES T PROCECT INVCL`:. A' E:{PENDITUR E OF Pv3LIC "NDS OR THE USE 0=
P?LIC (S_A_E) L;ND? it ? r ? I ti T ,No?.1 ? ? r0/
Y=? . [ J NO V(I= NO, GO TO 18) ffCTrDN
a. I_ YE DOE.. T_HE PRCv?C: REQUIRE PRE3 _R TION OF AN E-N V_RONI??NTAL
DCC 'VT PURSUANT TO`T?s R QU:. M- 4 NTS O NCRTH C=ROL_NA r.Y4 _:tONI :dT_
POLICY ACT?
YES [ J NO [ J
b. I? YES, HAS THE DOC M NT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPART ME-NIT OF ADMlNISTRATT_ON STATE CLEARINGFOUSE?
YES (J NO [I
IT ANSWER TO 17b IS YES, TFE.Y SiBMIT A_P?RCPni?T DOCM41ENTATION FROM T` -c
STATE CLE?RINGHCUSE. TO DIVISION OF ENVIRONl1zNTA_, M- NAGM.-NT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA F-WIRONMENTA..L POLICY ACT.
QUESTIONS REGARDING THE STATE CIFARINGHOUSE R=v _Eid PROCESS SHOULD BE
DIRECTED TO M.S. C HRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116' WEST CONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELE?HONE (919).7-13-6369.
4

18. TliE FOLLOWING ITEMS SHOULD BE INCLUDED t"i_TH THIS APPLICATION 7-PROPOSED ACTIVITY 1-WOL;ES THE DISC-LARGE OF EXC A?VATED OR FILL M TE31AL
INTO WET_T_..`-NDS:
z. WETL?ND DELINEATION HA? SHOWING Pr.L WETL?NDS, STRE;I-MS, L?R%S
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NLZ--fBERS 14, 18, 21, 25,
29, AND 38) . ALL STRE2-NS (INTECPMITTENT AND PERMANENT) ON THE PROPERTY
**CST BE SHOWZI ON THE MA-P.
MAP SC?DES SHOULD BE 1 INCH EQUALS 50 FEE: OR 1
INCH EQUALS 100 FEET OR THEIR EQUI-VALFNT.
b. I: AJ_LA.BLE, REPRESENT =IVE PLOTOGRP_PH OF FiET_T,?NDS TO BE
IMPACTED BY •PRO1 ECT.
C. IF DE:.INE;?-T_ION WAS PERFORYM BY A. CONSULTANT, INCLUDE ALL DAB
Sh* .ETS RELEVASIT TO THE FL;L-C- J-:--NT OF THE DELINZATION LINE.
d. ATTACH A COPY OF THE STORML3ATE:R. i??N?G??.*IT PLrST I? ' L.'QU=R--?
e. Wlr T IS IT ND USE OF SURROUNDING PROPERTY?
a??-ICALL,, 4vr?T' PROPOSE) i?ETHOD Or SE:i GS D=SPOS'r? IV4
:J
g SIGNED AND Dt?_=D =GENT ?_GT-OR-ZA_-0N LETTER, -_ ?-?PLIC_ -,
?TOT +F^_TT_.:Iv7i S OR WAT?RS OF TLE U. S . MZ'_' NOT ES _? zCTt D P :CF. TO
1) . ISSUANCS OF A SECT_CN 404 C0R_-S OF• ENGI?v?=RS PE?r•!IT,
2) F.IT:-R THE ISSUPNCI OR OF A 401 D=v=S=CN OF
NViROtv2'NT_?,.L M NAGa:r'NT (WATER QUALITY) CSRTIF ICA ION, Aivi
3) (-7 TL- nmfz'Y CJASZArj coow 'r= S ON.T,='l , A LETT ER FROM TL.=
NORTH CAROLINA DIVISION OF. COASTAL F-ANAGZZENT STATING MiZ PROPOSED
ACTIVITY IS CONSISZr'NT WITH TEE NORTH C',ROL7NA COASTAL I?ANAGF.i?'NT
PROGRAM.
OWNER /P_GENT S SIGNATURE DATE
.(AGENT'S SIGNATURE VPILID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18c.)) -
J '
5 ..
Con/ T2 0?-- ?L?9 n/S
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
JULiJL'l:l
S FZ 15 37 ((Z IGH Mo?)NTAI N D•
LOCATION A.-T IN-1'?(?.sEcTICn1 0? 5R 1538 AND Se IS3'7 AND
CONTtrJ?.1 E I?.I E /s.S'T'f??pL`r Dl2EG.TIahl flop- /4. Tor AL D I S'f'p,NGrc

of ?(??000 FEAT TO 'rt-iE ENro oFs P2osi?G.'Y ,
\VORKTYPE ?Q4,o>=, DQAinI? ASc., PAvC ANO 97AZo5/0JV cow/??oL.
WORK ORDER PRIORITY
?o . d02C??Q CTgM? 3F 12 E'_ e A l_
' COUNTY RIGHT OF WAY
7-9AN5 ycvANIA 5'p
DATE
S_ I I- 9 7 SCALE
NOTES
Sit=. A`rT. c-t-j Ms:rJ-' "A"
50'-0"
RIGHT OF WAY
6'-0' 18'-0' 6'-0- 3'-0-
SHOULDER P^YEMEHT SHOULDER DITCH
V4 /FT. I W WT.
I-PER FT. --- I'PER FT.
( ?: )
SV Olt
RESIDENTIAL COLLECTOR ROAD
S`Olt
Y

STBC OR MC
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S
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ti
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MAL 64
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FOR PAVING.
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POLE DATA MPN 61-03441
PROJ1uCT g 1537 _21GN MTrJ: D_ COUNTY _7 T2AN5Y?-VAt4IA I
---- ----------------------- Sheet---------- Of-
OWNER OF POLE LINE __D U KE W

STATION
POLE 0IET. ?ROM CENTER
PRESENT ROAD DI/T. ?ROM CENTER
PROJECT DIVT. CENTER PROJECT
A/TER MOVING

NummKR
LT.
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LT.
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21+90 IN-7 23?- 25' PoWE2 Polr?
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55+ So J H 17 /8' Power Fit-.-6
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85'70 2C. 23' 21' Cau W12(?
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100 + 8 31 22' 21 po?.(?-tz Pow
1140 4 SD 24 25' 23' Gu WIV-
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POLE DATA MPN 61-0,3447
PROJECT j[Z ?3?IGN MTnI_2I?COUNTY -:E?Sheet ---- 1------ f_ !
0WNER OF POLE LINE __?!T_! Z??lS__T ? PI?IcarJ _Go

STATION
POLL OIST. /ROM C[NTtR
PRESENT ROAD DINT. FROM C[NTRR
PROJECT DIST. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
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PIPE SCHEDULE
PROJECT: 52 1537 R IG1-I MT?.I 2D COUNTY: _-rq-ANSYL.VAt4I A SHEET OF
STATION

+55 EXISTING
DIAMETER LENGT SKEW
(," 35' o° PROPOSED
DIAMETER LENGTH SKEW REMARKS

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80.01
03
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. #
Pipe Outlet Dissipator ............. o0 0
........... 0
0
245.03 Temporary Silt Ditch 00
245.05 Temporary Diversion
893.01 Temporary Silt Fence --------
890.05 Temporary Slope Drain with Earth Berm
i
Sil
T
A
B ?-- ..........
ype
as
n
t -E) 7
245.02 Silt Basin Type B .............. ,,,,
.................. ,,,,,,, ___
892.04 Temporary Rock Silt Check Type-A _
895.10 Temporary Rock Silt Check Type-B ......... ...
------------
892.01 Temporary Rock Sediment Dam Type-A •- ,-,_-
892.02 Temporary Rock Sediment Dam Type-B . .. -----------
897.01
Rock Pipe Inlet Protection ? .,? o.

894.01
Rock Silt Screen : ... . .
3
245.04 Stilling Basin -----
Rock' Inlet Protection:
896.01 Type A ........... A LLJJ -- OR •• A
896.02 Type B ...:...........
................ B OR • B))
-----

896.03 .
Type C ............................... C -- --
OR C)).----
Rip Rap Class "B" ................ go 00 co0g
Ditch Liner Class "A" ............ x x x
xxx
Note: Type B Silt Basins will be used in conjunction with A Temporary Rock Silt (deck -
iype B unless otherwise specified.
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17-95
STATE OF
ENGLISH STANDARD DRAWING
FOR
NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
F SIGH, N.C.

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Z5,
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 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
?J
17 March, 1992
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
t 2 times the width of the basin. The type-B silt basin is generally built in
njunction with temporarycrock silt checks a.pd other devices that control or slow
L in 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 tempor
aryxock'silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
.
• See Silt Basin Sizes Typical.
3 March, 1992

C
Silt Basin Sizes
31
2
T Q
Silt Basin - 1
(S.B. 7)
14'
2T ?I
Silt Basin - 2
(S.B. 14)
21:
Z7
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'

Silt Basin - 3
(S.B. 21)
f \2B,
2?
Length of Disturbed Area = 400'
*Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 4
(S.B. 28)
718
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
cla!-,z and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.
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ENGLISH STANDARD DRAWING FOR
ROCK SILT SCREEN
STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, f
3D
Typical Section
Showing Proposed Work, & Erosion Control
Proposed
Slope
No grading to
be done on creek Buffer
side of existing Zone Existing
roadway. -----I Slope
Stream
Grade, Base, and Pave Proposed
Widening
(Cut Side)
Berm shall be constructed on shoulder and will be maintained throughout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water will be released thru down slope pipe or stone lined ditches.

'O'N 'HOI3
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Co m ENGLISH STANDARD DRAWING FOR 7-95
STATE OF
DRAINAGE DITCHES WITH CLASS ?B' RIP RAP NORTH CAROLINA
DEPT. OF TRANSPORTATION
° DIVISION OF HIGHWAYS
RALEIGH, N.C.
32
v
PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.
•i