HomeMy WebLinkAbout19970627 Ver 1_COMPLETE FILE_19970714
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
_RA
DEHNR
July 29, 1997
Transylvania County
DWQ Project # 970627
APPRO V AL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. J.1. Swain
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval, in accordance with the attached conditions and those listed below, to fill in
0.04 acres of wetlands or waters for the purpose of paving SR 1314, as you described in your
application dated 7 July 1997. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3103. This certification allows you to use Nationwide
Permit Number 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. 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 watersheds (T 15A:04B .(024) due to the body contact and trout waters.
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 fmal and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Oean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
mqL~~
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
970627.ltr
Division of Water Quality . Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Cl'8!3k Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmaliw Action Employer' 50% recycledl10% post consumer paper
1
JAMES B. HUNT JR.
GOVERNOR
970627
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS GARU\ND B. GARRETT JR.
SECRETARY
P.O. Box 5189
Horse Shoe, N,C. 28742
July 7, 1997
Mr. David Baker
U,S. Army Corps of Engineers
37 Battery Park A venue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
401 ISSUED
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SUBJECT: Proposed Culvert Extension, Channel Relocation
SR 1314, Twin Ponds Road
Transylvania County
Dear Mr. Baker,
Please find enclosed herewith erosion control plans, an application form for a Nationwide
Permit, and a county map section locating SR 1314, Twin Ponds Road, in Transylvania County.
SR 1314 is a gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave
for a distance of 1.7 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 15+90 and 18+80. 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
Trib. to Indian Creek
Trib. to Indian Creek
15+90 - 18+80
2]+10 - 22+60
Lt.
Rt.
G)
~.
Mr. David Baker
Page 2
July 7,1997
Please note that we do not propose to disturb fill slopes in these locations with the exception of
pipe placement/replacement 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 from survey stations 14+50 - 18+80, we are
requesting permission to relocate the channel of a small tributary to Indian Creek alongside
survey stations 14+50 Rt. - 15+90 Rt. The stream is currently located at the toe of the existing
roadway fill and the banks on the roadway side are beginning to erode, The proposed relocation
would shift the stream approximately 30 feet right of the existing channel and leave a 2 foot
buffer between the proposed toe of fill and the stream bank. (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 and Mr.
Phillips, DEHNR, 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 and Mr. Phillips, DEHNR, concerning
the trout water buffer zone variance.
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.
J. J. w. in, Jr" P. E,
DiviSIOn Maintenance Engineer
JJS/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
,.
970e2~
DE..'! ID:
C:)RPS AC:'ION ID:
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NAIIONWIDE P~RMI:' R~QUES~~D (P~OV!DE NA:'IONWIDE P!~~T
.
PRE-CONSTRUCTION NOTIFI~~TION APPLT~~TION
FOR NATIONWIDE PE~TS TF..A':' REQUIRE:
1) NC'r==-:l:C.~=ON 'l'O '';''::'':' C::IU'S OF OiG~
2) .AP!'LZC,;\,=:l:ON reF. SZ::=:ON 401 c:::t::==-:C..",:::ON
:3) C::ORDn&..:::CN;;::::;: '';''::'':' Ne D::7IS:i:ON OF C::AS::AL MiUlA~
SZNO '.l:.l::...:. OR!:G:;:N;.!. AND (1) C::l?Y OF 'I'.=..:.S C:J~!.Z~..:J FOBM TO 'I'b...:. AP:s'ROl?~~
FI":"'T' n OJ:.: .:.CZ OF 'I'.:..:. C::JRES OF ~G::NE-:-~S (S~ AGz:NcY .ADDro:SS~S SC:::::Z=). SVTE...'l'
(7) COPI:::S SHOULD EE SL'l'T TO TE:: N.C. D.!.VISION OF ENVI:?-.ONME...'l'TAL ~_~lo.1il_G~'l'T
(SC:::: }..GZ.;.'1CY J1-DDRESSES Sh~::::). P~.:~\SZ PR!:N7.
1. Ow'"NE:?-.S Nil...M:::
NCDOT'
2. ~~rLING ~~DRESS:
PO, 80x' 5i99 J
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ZIP CODE:
2874Z
P~OJECT LOCATICN ~~DR~SS, INC~vDING
~_~...ILING ]'~D?'::SS ;'..3ov::) : s: 3
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(WOR~): 07/- 79/
3. T::~E?EON:: Wu~EE:?-. (HeME):
4.' I: J.2!?!..IC;'..3LE: AGar: I S N;'l1:: OR RES:ONSI::I.E CORPOPJl_T:: OF:ICIJ...I., ']'JJDRE'sS,
P!-:ONE N'CiM5E?.:
rr. J'wtt/n:;;, P
4//~ ~S S,- Se- e 1/2, It '3 o..J;tJ v C-
,
5. LO~~TION OF WORK
~~~ OR AERL~~ P!-:OTO
COONT~ : 11 'j'
~~P, P~E~ER}2LY A COpy OF uSGS TOPOG?AP~IC
SC.::l.~E) :
NE.::l._c.EST TOw'"N OR CITY: J<t'J$n?Qr)
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S2SCIFIC LOCAT!ON (INCLUDE RO~~
~t fAt- /l1hrS~-l!I'on 0 -I cSR /3/4-
elLshr~ /,IYl'(/~'
NUMBERS, LAND~_~~~S, ETC.): ,~:~
and Ne zel
I I
Il1tLC-'.lrJ 1)'1
~() 4-0 f~~-f 10 fhe
e n/(fIIIJt!~ /Ck"~ >~ {!;/-
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6. ~..PACTSD OR N2..~ST STREr..M/R! v'"ER:
T;/lhtj;.',,-",; 1-0 Ir1/'~rJ (;,~(':~
/
RIVER BASIN:
ia. IS P~OJECT LCCATSD NL~_~ WAT~~ C~SSITI~D ~~ TROuT, TI~;~
(C::~) c-Gu QT"'~--"'V T.",~~--c:: (""QT.",) OU'T'C::-"'''D-'''G "'''''-~"''''C- T.",~...--c::
....r.. , ...:. -r:, vr-!.....!..;._ nr~.:.':'.:\_ r: "_, Y .......:...-~'i ~.:.... - ~..:::'-.,;ur. :.. "r.....:...:.~_
SuPPLY (WS-! OR WS-I!)? Y~S (~J NO (] IT Y~S, Lx?r~~N:
'fo I~f)aj- wo.-hr~.
S;'..L TIi?_~~:..
(ORW), W:-.:::::=.
or;- /bt~/a ,- v
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ib. IS THE PROw:::: LCCAT~D WITHIN A NORT~ C_~~OLINA DIVISION 0: CGr~T;'2
M..~..:.'7;'.G2;.":!L'7T J....?,:::...~ 0: E~-".lI:=.0N}!EN'!';'2 CCNC:::?.."l' (J..,E:C)? YES (] NO (~
ie. IF TEE PROJ:::CT IS LCC~T:::D WI!EIN A'CO;~T;'~ C8CiNTY (S:::::: PAGE i FOR
L~~~ OC COAS7;'~ COGN'!'I~S), w-~~T ~~ TH~ L;._"l'D us::: PL;...:.'7 (LuP) DESIGNATION?
iJA
8a. E~VE ~EY S:::::ION 404 P:::?..~TS~:::N P~~TIOUSLY REQUEST:::D cOR USE ON
TEIS PROP:::~TY? Y:::S (J NO (~ IT YES, PROVIDE ACTION I.O. ~~:::~ Of
?~~iIO(jS PE?~I! :~D :..:.'7Y ~~DI'!'ICN;'~ IN=O~~~TICN (INCLUDE PEC~CC8~Y or 40~
C:::?TITICATION) :
8b. ~_~E ~~OI'!'ION;~ PERM~ REQGE37S EX~ECTSD FOR THIS P~OP:::~TY IN T~3
FUTURE? YES (J NO (vf IT YES, DESC~I3E ~..:.'7TICI?ATED WORK:
9a. EST!~_~TEO TOT;'~ NUMBEa OF AC~ES IN, TRACT OF ~~D:
/!J~38
9b. EST!~_~TED TOT)~ NUMBEa OC AC~ES OF WETLANDS LCCATSD ON PROUE:7 SITE:
O./Dacres
2
..
,
- -'''--'' .....
lOa. NUMBER OF ACRES OF. WETL;~DS IMPACTED BY TEE PROPOSED PROJECT BY:
FILLING:
~, 0 4--
EXC~.VA.TrON :
FLOODING:
OTHER:
TOT.AI. AC~S TO EE IMP_~C~: . t), 04-
. DR.~...:L~]'_GE:
lab. (1) ST~~~ C~~_~~ TO BE IMPACTED BY TEE PROPOSED PROJECT (IF
RELQc..;TED, P_o.OVIDE DIS7;.NCZ BOTH BEFORE }.ND AF7ZR RELQC.~TION) :
I.ZNG'l'E BEFO~: .
/4-0
IT
A~ER:
/ t:,O
~
~IDTE BEFO~ (based on nc~al high
'---.0""
WQ\",.__
c::nt:lu:=s) :
/.0
/.0
~.-Z
f1'
h"'ZDTE ]'.E"TER:
~
Ay~~GE OE?TE EEFORE:
O,Z-
t'"~ ;'..T:'~~:
-'"
: .:..
(2) S7R~~~ C~~_~EL
TMPAC:'S W"!LL
R=:SUL:' FROM: (C:-:EC:::
;'2:' T:=_":._T
J....??!.;' )
v'
02EN C?~_~EL RE~CC~TION:
1/X"
PL~C21EN: OF PI?E IN
C:-=_:l..:.'l"NEL :
OTEER:
EXC~v?TION :
CONS7ROC7ION o~ ~
11.. .!.~ C:lNSTRGCTION OF P. POND IS P?C20SC:PA ht-=_-=-.T IS 'l'.--
W~TERSEED D~:~NING TO T~~ POND? AlIt
,
SIZE OF T::E
ht-=_~T IS TEE EX~ECTED PCND SuRE"~CE AR~~?
NA
12. DESCRI?!ION OF PROPCSED WO~K INCLUDING DI5C~SSION Of T~~E 0:
MEC:-:..:l_lI1Ic..~..L EQ(jI?~~NT TO EE OSED (;'.T!.?-_C:~ pr..;...:.'7S: 8 1/2" X 11" D~:'_WING3
ONLY) :
R 1'3/4- ; ~ '/-O be. e 5(,(, 10
?A~l-J. t11'):>mtr-fll- / T;-Ac_iho~/ b4,'-Rht't!/ ;~~!?<<I!L~
/>~I/ tl!.i!:U'<5J rnohJ~~Ys, ek
P1/~/"'./~ sA;'dr/
,5/(/3/1- /s
3
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,
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14. STATS R~~SONS w-r.~ IT IS E~:~~v~D T:_~T T~~S ACT~VITY MUST BE ~~_~~~D
OGT IN w~TL;~~DS. (INCLuDE ~_~ M~~SuRES T~_~N TO MIN~MIZE WETL;_~D
D-C..PACTS) :
St!-e- ~t.ifA(}/.4~.1 h--/hr qrJ/ t) ~cAt'h rtJS;~/1 (;'11/-/;1 /
j)~'I'1S .,
I . .
25. YOU }_ttE REQG~?E:D TO C:JNT~_C:' TH::: u. S. r::SF. }~~D w~LDL~T::: SE?,:v'"ICE
(GSFWS) }_~D/OR NATION}~ ~~_~IN~ F:SE:::~IES SERVICE (NM~S) (S~E AGENCY
;~DRESSES SF.EET) RE~~_~DING T~E F~ESENCE OF }~Y FEDE~~~LY LISTED OR
?ROPCSED FOR LISTING END~~~GE~D OR T~R~~TENED S:ECI~S OR C~ITIC~ F~~:T~T
-N T~- o-~v-~ ~~-~ ~~~m M~V -- ~----~~~ EV m~- ~-OcO~-~ ~~o~-~ D.~_m__~
'~~N'::A~T~~:;''-~s~~~~ff;;-~~d jYf~-=;-'-'--~ - ....~ =-:<. - -'"~ .=-(.~;~~~:~ F.ES::ONSES
r;CM TH:::S~ AGENCIES.)
~6. YOa ;_~ ?~QaI~~ TO C:NTACT TH::: STATE E~STORIC ??~S~~VATION OFFICE~
(S??O) (S~E AG~NCY ;~DRESSES S~~ET) RZG~2.DING T~E F?~S~~CE or HISTCF~C
PCOp~-~7~~ 7~T T~~ O~~M7~ ~c~~ ~~~~ v~v ~~ ~~~~~m~~ ~v T~~ oROoO~ ~
~?:O<J:~;~-;;.;~ C~NT;_~;;;' r~S;;:.;riA;l;;Jh7f,;;:->J -- u_ - - - _E~
17. DOES T~::: PROJECT I~-vOL~~ ;~ ~(:~NDITURE OF PG5L~C FUNDS OR T~E USE OF
PG3L~C (STATS) L;~D?
YES (&V' NO (] (IF NO, GJ TO 18)
2. ~= YES, DOES THE PRCJE:: REQGIR::: PRE:;_~~:ION OF }~~ E~-vIRO~~~NT~~
DC~~~T PGRSur~~! TO THE REQGI~~~~TS cr T:~ NORTH ~~~~LINA ~~vIRC~~:~~
POLIC~ J.*CT? /' .'J./COtJI ;J1,'Yt, c.',.-,'ft!_""/{o':" - Mn jY/J'CI,...I!~I-/()I? $tO.
Y:::S (] NO N"
b. IF Y:::S, F~~ TH~ DCCUM~~T BE~~ R~;rEwED THRCaGF. THE NORTH ~~_~OLINA
DE?~_~~~T or J.~MINIST~;!!ON STATE CL~~~.INGEOaSE?
YES (] NO ( ]
,. J.~S~~R TO 17b IS YES, TH~~ S~=MIT APPRO~~~~TE DOCOMENTAT!ON F.?OM TF.:::
STAT::: CLL~_~ING~OaSE.TO D~V!SION OF L~'IRONM~NT~~ P~_~AG~NT P~~;P~ING
COMPLI~~CE W!TH T:~ NORTH ~~~OLINA L~IRO~~NTAL POLICY ACT.
QUEST!ONS RESr_~DING THE STATE C~L~~INGEOaSE ~~~EW PROCESS SHOULD BE
DI?~CTED TO MS. C~R~S BAG~ETT, DIR:::CTOR STATE CLL~_~NGHOaSE, NORTH
C~~OLINA DE?~~.:MENT OF ~~MINIST~;TION, 126 WEST JONES STRE:::T, ~~EIGE,
NORTH C"'_~OLINr_ 27603-8003, TELE?HONE (929) i 3'3-6369.
4
,.
.
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18. THE FOLLOWING IT~~S SnOULD BE INC~ODED w!TR THIS AP~~ICATION ~=
PROf?OSED ]...CTIVITY INVOLVES T:-:~ DI5C:~~qGC: or EXC.:~...VJ>..!':::D CR F:::z..L M..~_!:::::L::..~
:::NTO w""ETLJ._t--lDS:
a. wETL)ED DELIN~;TION M..~2 SHOWING ~~L w""ETL-~_~DS, STRS~~S, L~~5
. ]'_~D PONDS ON '1'::~ PROP:::?!'Y (FOR NJ...!'ION"wIDE PS?J.!I!' N'GM5E:.:\S 14, 18, 21, 2:,
29, ]...ND 38). J.-LL STR'::';'~~S (INTS?M:!:!'':'S'1T AND P:::W_-n..NE..'1T) ON '1'::E PROPSR!":"
MUST BE SHOw""'N ON THE M..u..p" M..~? SC;-LES Sr.OULD BE 1 INC:i' EQG~-LS 50 r:::~: OR 1
INCH EQOJ...r.S 100 E~T OR TH~I?. EQG.:..vJ.~E.'1T", .
b. IT AV~L)~LE, REPRESENTA':'!VE PHOTOG~..P~'OF WET~EDS TO BE
IMPACTED BY.PROJEC':'.
c. !~ DE:'IN~..T!ON w7--S P=:~FOFlA..ED BY P... C:lNSULT:;NT, !NC~UDE: ]: ';".L D;'~;'_
SH~ETS RELE:V]l_~T TO THE PL)..C2-S."iT OF T::~ DELINE...:;'!'ION LINE.
ci.. J...TT)'..C:i' A COf?":" OF T::~ STOR.."iW?-.'1':::R M..~..N'AG~'iT PL~~'l' IF RSQGI?)E:D "",.. I
e" wr:_~'!' IS r.;._~D aSE OF SiJR..c"OUNDING PROf?:::RTY? RLI ,4...-/ R~s.'e/<-v7'7'4
IT .f-E~!.IC:-...aLE,
W-.", '"
--
4__-
IS PROPOSED MET::OD OF
S:::;'i]..GE D:::S2CS~?
IV/I
g.
SIG~-7EJ ~_~D DF-..T:::J ;.GE:'lT ;..uT:i'::::,:Z]..TION
- -""~--
~c.._ ~~:...,
z: }'''=~~:;:C;'-=~;:.
NOT;:: WETU-l-.iDS OR WA'!';::\S OF T?~ U. S" M.~:! NOT E~ :::~..~.CTE;J P;;":O;;. TO,
1). ISS0~~C~ OF ~ SEC~ICN 404 CORPS OF ENGI~~~:\S F~?HIT,
2) EIT:-~? T::.~ ISS0~~C~ OR. WJ.":-v~? OF ~_ 401 Dr-VISION OF'
E}lyIRO~"'ME:NTAL 1-<3-..NA.GEMENT ('ti~..T:::R QC;~..LITY) CERTIFIC.TION I ~l-1u
3) (r:N TJ-Z T'ii7:NTY COA.S:r:A..L COUN'::'IZS ONLY) I J:.... LETTI:R 80M T:--:"
NORTE C.ROLINA DIYJ:SION OF COAST;'.!.. M.~JV..GZ~NT ST..:;'TING T:-~ FROFOS~D
~.CTIVITY IS CONSISTENT 'tiITE TF....::.. NORTH C.~:l,.OLINA CO~..sv..!.. 1-<.J.JV..G:::~NT
PROG?,AM.
r~!7
Ow
(.D._GeNT'S SIGNll.TURE Vll..LID ONLY
IF ADTEORI~_TION LETTER F~OM
TEE Ow""NER IS PROVIDED (18g"))'
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PL;J!JS
NORTH CAROLINA DEPARTIvlENT OF TRANSPORTATION
DrvISION OF HlGHW A YS
SECONDARY ROAD SURVEY
SUBJECT SR. \ 314- (TWIN f'oND~ RoAD, )
LOCA nON BE~IN AT THE INTER:5E C. TION OF NC.Zf3:,( AND SR/3/4 AND CONTINUE
IN AN EAS T ER.L '( DIREC.TlON foR. 9,,040 FEET TD END DF PR.aJEC. T,
\VORK TYPE GRADE.; DRAIN I ASc.....1 PAVE; EROSI01J CDNTRDL.
WORK ORDER (.,,0020'90 (TEMP) PRIORITY #0, F, RURAL
COUNTY TRAN '5'( LVANIA RIGHT OF WAY SO I
DATE 7/z../'1G. SCALE I, I
I = /00
NOTES
t
7/-{)-
rSHOULDER
l'PER FT.
50'-{)'
IUGHT OF WAY
20'~'
PAVEMENT
I
vrtfT, v.(ifT,
6'-{)' 3;-0"
SHOULDER DITCH
--.:.
o~~
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.. v).':-.
\~
RESIDENTIAL COLLECTOR ROAD
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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
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
3
.Description Symbol
000
Pipe Outlet Dissipator ........................... ~ooooo
Temporary Silt Ditch .........__.................... -TSD-
Temporary Diversion ............................._ Tn _ ___
Temporary Silt Fence ....................., "III III uuuu
Temporary Slope Drain with Earth Berm .......... I-~--~
Silt Basin Type A................................. -0 n:-_n__n_~
Silt Basin Type B ........................................... D
Temporary Rock Silt Check Type-A ..........~ _u~n~_n_
Temporary Rock Silt Check Type-B ............ ~ _uuuun_
Temporary Rock Sediment Dam Type-A ............ ~ ___
Tempor~ry Rock Sedi~ent Dam Typ~B... C) n.n_nnn
Rock Pipe Inlet Protection .........__;......~............. Uo: ___
Rock Silt Screen ........................:................ J n:~.~~:n_n
Stilling Basin .. ...................................... ............. ~ n_':_
Rip Rap Class "B" . . . . .. .. . .. . . . .. ggSg8
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POLE DATA
'ROJECT _..:._~F:~_~2.L1_____________ COUNTY __J7?!!.'!!J:.'t{.._f(.~!i_________________ SheeL___!.____ oL~_.
)WNER OF POLE LINE --1!1YJ:!p_C!-t;?__E((-c!:.Z!..I_C;._ - (;q!,:,/?~1r- __ __________________________________________
~IPN 61-03447
DIeT, ~RO'" CEHTEIt D'eT. ~RO" CEHTEIt D.eT, CEHHR PROJECT
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NUMB"ft
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DIBT. ~RO'" C"NTIER DieT, ~RO'" CIENTIER DIU, CI[NHR I'ROJ"CT
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GUIDE FOR RIP RAP AT PIPE OUTLETS
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A silt basin type-B is a tempor?1)' basin built to collect sediI1!-ent flowing through a
(~inageway. The silt basin is built at the base of the ditch with its length_being at
1 t 2 times the width of the basin. The type-B silt basin is generally built in
/~.,"1junction with temporary,rock silt checks and other devices that control or slo~v
LLvwn water flow. TIlls deyice must be monitored closely and cleaned out on a
. regular basis until grass is ~stablished along the ditch line and sedimentation is no
longer a pr?blem. .' '..
AREAs OF USE:
'. In conjunctio~ with te~porary rock'silt checks and other devices used in
drainage ditches.
DESIGN CRr.r.EluA: .
. 'S'ee Silt Basin Sizes typical. __
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23
March, 1992
Silt Basin Sizes
1/
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Length of Disturbed Area
100'
Silt Basin - 1
(S.B. 7)
21
Length of Disturbed Area 200'
Silt Basin - 2
(S.B. 14)
~'21'
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Length of Disturbed Area 300'
2I
Silt Basin - 3
(S.B. 21)
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Length of Disturbed Area
400'
'--
Silt Basin - 4
(S.B. 28)
*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.
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STATE OF
NORTH CAROLINA
DEPT, OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N,C,
Z"L
Typical Section
Showing Proposed Work, &. Erosion Control
Proposed
Slope
No grading to
be done on creek
side of existing
roadway.
Existing
Slope
Grade, Base, and Pave
Proposed
Widening
(Cut Side)
Berm shall be constructed on shoulder and ",ill be maintained throughout
construction, The roadway is to be sloped to the cut side where possible, lfnot
possible, water will be released thm d0\\-11 slope pipe or stone lined ditches,
23
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.
24-
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quany stone. The
stone shall be sourid, 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<:" 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 fWllished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified,
STATE OF NORTH CAROLINA SUBJECT r:v /11.:J /~t1(;J.S RI
)EPARTMENT OF TRANSPORTATION
?-7
PROJECT
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-;:12/'7 STATION1
DIVISION OF HIGHWAYS
HIGHWAY BUILDING
P. O. BOX 2!5201
RALEIGH, NORTH CAROLINA 27611
COUNTY
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STATE OF NORTH CAROLINA SUBJECT
)EPARTMENT OF TRANSPORTATION
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RALEIGH, NORTH CAROLINA 27611
Zh
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