19970943 Ver 1_Complete File_19971030

State of North Carolina
Department of Environment, LTI9;4A,
Health and Natural Resources ` • A
Division of Water Quality A4V
James B. Hunt, Jr., Governor AMENN
Wayne McDevitt, Secretary F= N
A. Preston Howard, Jr., P.E., Director
November 13, 1997
Henderson County
WQC 401 Project #970943
APPROVAL of 401 Water Quality Certification
Mr. Edward Green
NC DOT
4142 Haywood Road
Horse Shoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions, to fill in 0.06 acres of wetlands or
waters for the purpose of paving SR 2140 at Flat Rock, as you described in your application dated October 27,
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. 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.
Attachment
Sin rely,
ALI
ston o Jr. P.E
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
9709431tr
Division of Water Quality • Non-Discharge Branch
,4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

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STATE OF NORTH CAROLINA
DEPARTMENT OF TP ANSPORTATION
JAMES B. HUNT 1R.
GOVERNOR

Mr. David Baker
U.S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
DIVISION OF HIGHWAYS
4142 Haywood Road
Horse Shoe, NC 28742
October 27, 1997
?? ,
A0\ 97094J
944y" oi?,
GARLAND B. GARRETT JR.
SECRETARY
2? .99
9? , J
SUBJECT: Proposed Culvert Extension, Stream Bank Stabilization s
SR 2140, Holiday Drive
Henderson County
Dear Mr. Baker:
Attached are erosion control plans, an application form for a Nationwide Permit and a
county map section locating SR 2140, Holiday Drive, in Henderson County. SR 2140 is
a gravel road that we propose to clear, grub, grade, replace/extend pipes and pave for a
distance of 1.71 miles. Grading will be moderate to heavy.
We are requesting permission to extend pipes in live streams noted on plans and on the
attached pipe schedule at survey stations 15+55, 17+40 and 43+60. 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.
We are also requesting permission to stabilize stream banks as noted on the attached
plans and table below:
Stream Station Range ocati
Trib. To Mud Creek 11+40 - 12+10 Lt.
Trib. To Mud Creek 18+25 - 19+25 Rt.
NO,
L
Mr. David Baker
Page 2
October 27, 1997
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. 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,
Edward A. Green
District Engineer
JJS/CED/ng
Attachment
cc: 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. S.A. Brittain, County Maintenance Engineer

DEM In: A /? I l CORPS ACTION In:
NATIONWIDE PE.-41?T REQUL-ST_D (PROV'_DE NAT:ONWT-DE PENT emu) .
PRE -CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PEFM=TS "I"lEA REQUT.-IRE:
1) NCT= IC.xTION '.`O CCP_?S OF E`7G L*T??"?S GL?' 1
TT_GArnTON 4 rR ZC== r„_? T
2) AP_OL__CN 40I C=RT=T_C_?.T_ON
3) CCCRM=GkTICN W= =- 14C D_-77:S7,c-q OF CC-XS=AL
S MM OR=GyTAL AND (1) COPY OF TwS COI*='L:.TZ.0 FORM TO Tc:. APPROPIT?MATZ C??FTr.D OE =C. OF T? CORPS OF ='TG=Z--RS (Sr AG- iC-ADDRESSES SE.ZT)
(7) COPT_ES SHCUI,D BE SENT TO THE N.C. DT'J=S=ON OF ENV=RONtIFVT_ L I???1rG?VT
(SEZ' P_GZNLCY ?LDRESSES SET- ) , rT =aS' PRINT'
1. OWN---.RS N?ME : / V C iDD .
2. MAILING ADDR.E-S-3:
/0"s e, shl e.; l\/(, Z 7
/ SUBD_v__=0N NAM--:
C__". I?e?SP Ac e? C Z_? CODE. Z6 74-Z
P=O?7ECT LOCAT7_CN ;L_DDP.BSB, CBuD=VG SuB ?'vr- - N (--/ D-c ^-=?PVT J7-C!?
I?-?L.NG ?SDP=SS ? °OVB) . R Y110, ?7ol? a,/ L/i'?'?t (sP c? 4 ac?ii??/?,?
3. T:.y .rLON? N-v ?r.R (r.',t??) . (WORD) . '7!J99/ - 791/
s
4. A22L_C:=.LB. ?.GEN.'S NAME OR RESPONSEBLE CORPORA,: OF°C_ L, '?DDRESD,
PHONE NuTIBER:
e S S Sam e- a s a&A?e
S . LOC-?TION OF WCR3 (PROVIDE A MAP, PREI ER??LY A COPY OF IISGS TOPOG?.APZ=C
Ma.-t- OR AEP-;-•? P? TOGRP.P::'Y WITH SC.s?,E) . // 7 j)
COUNTY: flPiaftKS0i9 NE.?RZST TOWN OR CITY: !'!a7 /Cec?lC
r
1

NGM-ERS, L-ANDM_aRIKS, ETC.) :
QflysR Z/4 -C,
SPEC/T_==C LOCATION ,(INCLUDE' ROAD
A
; ,, n i lee, Sc' c J'L `a n a / f- t5k1J,? 1
?ilnuA!, So.tJ /o,- ti c/<Y -ncdi p,
m. /e'_.r
-ho 74, e-n) c o' e eT
6. ImP CTED OR NE?..R_r:ST STREi??/R=v?R: !`rc(-7? ?le?° `?'???c/a???
R--VER BAS=N:
7a. IS PROJECT LCC TED NE?P, WATER CT?SS___:D PS TROG': T=JP S rT' ^°"
(SA), FIG'r" QUALITY WATERS ( QW) , OGTST=VD N
T G RESOGRCE WR.ERS (ORW) W __
-`u-PLY (WS-7 OR WS-_=)? Y?S ( J No 7-- YES, F-X?---!---N:
ic. =S ^_'?? PRC?cC: :,CC._T.D W=_ :=N NOP.T C_ROL=NTA D_v===CN O; CO.,%S:_.
OF CCNC=7. (?=_C) ? YES [ J NO (L4-
7c. IF THE PROJECT IS LCCC_T-T-D w.T .N A"CO?CT_J COUNTY (ScE PAGE 7 FCR
=Z OF COAST_L COIINT=_-,), W-- _= THE LAND USE P-;L-h1 (LIIP) DES=GNAT=ON:
Ea. F?_V? ANY SE.__=09 404 P7-;-HZTS B=SV PR-OGSLY R QGES--D FOR USE ON
-u=S PRCPF TY? YES [ ] NO (t.J/ I. YES, PROV=DE r_C 77()N T_ . D. NV=7- OF
=..'i=CIIS P.? AND _W ??D=T_=CN__, IN7 F.u ^_'=CN (=NCLUDE P C:000PY OF 401
CERTICAT=ON).
8b. PRE ADD=TION;Ll, P-RM-T REQUESTS EX'sECTED FOR THIS PROPERTY IN THE
tvTIIRE? YES (J NO ( IF YES, DESCR-- PVTIC=?aTED WORK:
9a. ESTIMATED TOTAL NIIM.BER OF ACRES IN TRACT OF LAND:
Pb. EST=DATED TOTAL NUMBER OF P_CRES OF WETLANDS LOCATED ON PROCECT SIT7:
2
t
10a. NL-V--=ER OF ACRES OF. FiETL,STDS IMPACTED BY T:'-;' PROPOSED PROJECT BY:
c =iLING : 0,0(0 EXC V.7 T_!ON :
FlOODING:
OTHER:
DRp *T??C-z : TOTAL AGES TO BE L?-'?AC?'?D . 0106
10b. (1) STRE:su C::?-NNEL TO BE IMPACTED BY THE PROPOSED PROJECT
RELOCATED, P-ROV13, E DIST.ANC BOZH BEFOR AND A---= RE:,OC_?TXOM .
BEEOR 170 i Fr 1 7o c°r
Y,=DTB BEFORE (based or. nc=al high wate_ ccntou: s) ?T
Tv_DTH AFTER: ?kr?? e, aS t3, Aar e
AvzcAGT- DE272 BEFOR:. Fr A ---x: cSa.? e , j- SbeA? -e-.T
(2) S-T-RE--M C:'?NNE= - Fir ^c W-JJ RESU _ 'RCM (CHECK :__, T` - 1--PP=')
OP=N CHANNEL RELCC :=ON. FL•?C='?EN= O. PE-- .N C ?VNC:,.
C =?NN7T• EXCAVATION: CONSTRUCTION 0- DAM/ HOODING:'
0'r-,:--R: skre a .n b., ,n ??a ?i ` i M r Orl
1l. IF CONSTRUCTION OF A FOND IS PROFOSEWl-- T IS TL-":' SIZE OF
C
Fi C-RS ED DR_=NENG TO T.- - POND?
N
EXr-..__D POND SvFc:CE ARE? //

12. DESCRE?? .ON OF F=.OFOS= D vORC I?CLUD.PG D=SCCS--TSCc TYPE OF
I!=C ?NECl-L EQU:=M=vT TO BE USED (ATTACH PJ?VS . 8 1/2" X 12." DR.=_W-NGS
ONLY) :

5- R Z/ 40 ,' s To b ?1 // f
e tji'2,., r Tv ?'
??.'c. Q_ fe C-/, On cTi1owp7
r7N a
1a e
4 4 f e al
A/ !? u
'
71- E
T
-
-
Q e n •
?, ti ear vc
?ji
?/cr ?s90 ?u rks . bu l/ o -Z ers. No d.? q
13. PURPOSE OF PROPOSED WORK: W ?rllen S? Z/ 16 Te m.?ai?u?r
?Q h d e s oP,, - aL a? e e c o 17 C! d e- t-e 4
?? s C c.r ? r iP ti 7`! y ?- q rates t, -! ro a Qr- - ---
3
w
14. STATE R=SONS wr.`r 1 =S IEIZZVED THAT T::=S AC:=VITY 2?IIST BE C.?RR_T?D
OUT IN Wc,T,;VDS. (INCLUDE P*%' V-7-- SURES T-LKZN TO 2V=N7V=ZD SvETL.;LND
7 e e Q //4 C! 'nP01 7
To
1 .. YOU A_RE REQIII?ED TO CON'"?_C= THE U.S. cc _SH AND W.LDLI_ _ -C-
__ v+S) ;ND/OR NAT=CNAL HaRINE c =SHE tiI=S SSRV=C (N??- O) (SES t?.GE?IC
:?DRESS_.. S =C:) REG_=RD.NG THE P1=SENCE OF ?NY _?D- ?_L" LISTED OF,
PROPOSED FOR L_S__NG ENCA-NGE.,=O OR T::.._:=S?1LD S?= OR C3_S_C r
IN THE PEA=_ ? T_. =?/??` __?_- = - -CTED BY T•`-= =RCPCSED _?.o?-ECT D =C
CONT?.C..D. SP G I TIa C'N?'?Pw ?s (. ""?_C R_°SPCNSES
_ o YCU ?R R7QU_ R__D
(S ?C) (SEE r_GENCY :?DRE.,... --..) RE .-.DING THE PRESENCE OF Fi=S_CR_TC
PRO27RT_=S =N T'Y. PER_-MI_ ?R. -l - Y z= =-' CTED BY THE PROPOSED
PRCT.._ . DA :E CONI?_CTED See 2 a<<-a
_ i . DOES T 7EC ^ =NVCL'v.. : V {r_NDITURE OF rUzi _C c uNDS CR T US . 0.
P3C, _
PUcL_C (S.__-`) LAND?
YES. (y' NO () (I= N0, GO TO 18)
v3C, DOE_ THE P=C,77O- REQU=RE PRE?.?_=CN OF PN E-W=RON2?-NT??,
DCC ?VT PURSui-VT TO`TH R'QC-?. j4Z=4TS OF C-". NC•RTH C'.O:,=Nr1 LY,7- ZON?-:d_:_+
POLICY AC_" ,/ /r /f if-
?Q ?0 / /TC?inH g,
.. /'?C Do FAN /1. C- ?i l-e Al--,l
YES (] NO
RI_E"r+ED THROUGH THE NORTH C? RCLI_YA
b. T_r YES, FLT THE DCC r.'1: BEEN
DEPART`-:NT OF P.DMINISTR _T_=CN ST!" .. CLEAR=NG'r.OQSE?
YES (] NO C)
DOC ENTATION FROM THE
T_= ANSWER TO 17b IS YES, THEN SuBMT-T. F22RO2RZ-
Z- 7
STATE CLEARINGHOUSE. TO DIJISION OF E.'1VIRONIAr.NTAL MRNAG^ 'NT REGA. DING
COMPLIANCE WITH THE NORTH CAROL_TNA E.'`IVIRONM-Z-NT:. , POLICY ACT.
QUESTIONS R'G-RDING THE STATE C:,c_?RINGHOUSE R..:"v_Eiv' PROCESS SHOULD BE
DIRECTED TO F-S. CHRYS BAGGETT, DIRECTOR STATE C= RINGHOUSE, NORTH
CAROLINA DEP?RTM(ENT OF P.DMTN=STR?.T_ION, 116 WEST JONES STPE ET, RP-L'E:GH,
NORTH C?RO=A 27603-8003, TELEPHONE [phone].
4
V.

18. THE FOLLOWING ITEMS SHCGLD BE INCLUDED W=T Tn_S P.PgLTCPT_T_ON _
PROPOSED ACTT-T---T`! INVCLVES T -7 DISCHARGE OF EYC_=VATED OR FILL itaT°??_
INTO Wc.TILAIIDS :
a. WETL?SID DELINEATION FA-0 SHOWING PT,L WETL=?QDS, STRr?L?,?S, 1. -K .S
AND PONDS ON THE PR02E TV (FOR NPTION'rvIDE PERN.T NL'I?BERS 14, 18, 21, 25,
29, AND 38) . ALL STRZA-!S (=NTER.*!=TTENT AND PER-p-KENT) ON THE PROPERTY
mUST BE SHOWN ON THE VA?. I-t-2 SC:.D'ES SHOULD BE 1 =*IC c
tQG?.LS 0 GE__ OR 1
INCH EQG?.LS 100 _ _ET OR THEIR EQG_ J? T,E.VT .
b. 77 1 REPP=?ENT: T'IVE PLOTOGRPPH OF WE=-;=-NDS TO BE
IMPACTED BY •PRO?cCT. - - _
C. T_= DELIN';?TION Wry PERFORMED BY P CONSULT-ANT, =NCLUDE ALL DATA
SHEETS RELEV'r-NT_ TO THE PL C"- 4-7- 1T OF T DELINZ.?T_ON LING',.
e. Wr_1-C_ P COP`! OF THE STOR."?W.?TER i?ns1?G ?7T Ps:?N IF
PT -S T?`ND USE OF SURROUNDING PR02ER'_". c??n/ /?C'PS,Q/ae„ ,
- . P?F==C?=LE, W-? _- PF.OPOSED mETH OD OF SE;7 GE D=SPOS'- N
c S=GNEJ PSID DPT'EJ C-J:1^ : UT Z.:! 0 9 - ---- 77
?v0T' 'TT_AN-Di S CR FiA?='RS CF Tt: U.S. 14A NOT cE _ C'''-D FCC= m0C
1) • ISSUANCr OF P_ SECT_TCN 404 COR_-S OF ENC=i7E:- S p-P,'.!_rr?
2) E=T.cc THE ISSUANC OR FiA-7v7R OF A 401
D:v=S=CN OF
EN'VIRCD+ NTAL yAMAGr.:r'NT (HATER QUALITY) CERTIF ICATICN, p?v'D
3) (?T TLS 1,rr q= C^,PSTl,T COLiN'_-"'-' C-VZ , A LETTER FRCV- TL .==
NORT CA-ROLINA D: JIS70N OF COAS T; r, KMAGE2?E.N S T'-,,ZING -,r- r:Rc)p STD
ACTIVIT`r IS CONSIS-NT WITH TFE NORTH C_'-\-OLINA COASTAL yr`NAGE?"NT
PROCRA2-.•1.
OWNER' . /P_GENT' S SIGNATURE
(AGENT' S SIGNATURE VP LID ONLY
I_ AUTHORIZATION LETTER FROM
TnE OWNER IS PROVIDED (18g.))
5
/o -Z7-97
DATE
V.
AN ?
SPEC11-
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
' SECONDARY ROAD SURVEY
SUBJECT
S2 214o?Not_1c?AYt??-.?
LOCATION Bec-qI?.1 AT 1NT1E2S?GTlpt?1 01= SR 1125 At•f?S2214o AND
Cor?TI??.JE 1N A 50LJ TNE9L?Y' D"ZEF--r,or.; Fog ,t? Tc?`rAL-
DISTANCE- OF °.), 050' To THE END O1= THE PRO-Er--r,
WORKTYPE C?RAt]E,DRA??I, Aac, AI.I?D1=ROSIQN GoN-I 2C` .
WORK ORDER G,c?)5 2 l 7 Co (T E M R? PRIORITY 18 s u B./? G S-
COUNTY f E fJ p RS or l RIGHT OF WAY 50'
DATE
9/24/97 SCALE _ boo'
NOTES
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OJECT__Sf?_214ap?i?AY P?kOUN'I'Y __N NoERotJ -------------- shoo t____J_____
'NER OF POLE LINE _[-U t--E _f?o 1-J E2

N
1
POLK DIOT. FROM C[HT[R
PREs[NT ROAD DIGT. FROM C[NT[R
PROJECT DIsT. CENTtR PROJECT
AFTER MOVING

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LT.
RT.
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= 53 8 22' 212

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OJECT, 214o?No! 1 L /A7' DF') COUN'I'X ---- HEND?r ?Sp?j - _ _ _ ---__ Sheet--_-?_.__-- of_ _•
VNER OF POLE LINE ---------------------------------------------------------
11 DIeT, IRON CENTER DIET. IRON C[NT[R DIET. C[NT[R PROJECT
POLE PR[R[NT ROAD PROJECT ' 11 AfT[R MOVING
kTION REMARKS
NUN![R LT. RT. LT. RT. LT. RT.
'7-I-?d
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PcC>ES T
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PIPE SCHEDULE
PROJECT: S 2 Z 14d COUNTY: N E N f? E ?C? SHEET 1 OF
(saoL- I ZD AY Dr--)
STATION EXISTING PROPOSED REMARKS
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DIAM T LENGTH SKEW DWAETER LENGTH SK
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7-0.5 1 all
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS

Std. #

245.03 D :s .riotion Symbol
Pipe Outlet Dissipator .......... 000
0 0 0 0
Temporary Silt Ditch

245-05 ..............................

Temporary Diversion
_73
D-
893.01 Temporary Silt Fence ,
......... ........... _ _ _-_____-
890.05 Temporary Slope Drain with Earth Berm
Silt B
i
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A .......... ?--
as
n
ype
.................................
_E) ----------- -
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
8 Temporary Rock Sediment Dam Type-B . .. ------------
97.01 Rock Pipe Inlet Protection _ Firm
894.01 Rock Silt Screen ........................:............ .... - -°____--
245.04 Stilling Basin ......................................... ........... ®---=-
Rock" Inlet Protection:
896.01 Type A ............................... A ? .. OR -- A ) -----
896.02 Type B ............................... B ?? ' OR - B)) -----
896.03
Type C ................................ C ?? -- OR -? C)) __--
Rip Rap Class "B" ............ . 00 00 0
00000
Ditch Liner Class "A" ............ x x x
xxx
Note: Type B Silt Basins will be used in conjunction with b TEgmorary Rock Silt Check -
Type B unless otherwise specified.
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DIVISION OF HIGHWAYS
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ENGLISH STANDARD DRAWING FOR N
GUIDE FOR RIP RAP AT PIPE OUTLETS ?°
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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
17 March, 1992
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W ENGLISH STANDARD DRAWING FOR
MOM STATE OF
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p T DIVISION OF HIGHWAYS
-? f RALEIGH, f
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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Oom ENGLISH STANDARD DRAWING FOR 7-95
STATE OF
000 ; DRAINAGE DITCHES WITH CLASS 'B' RIP RAP NORTH CAROLINA
DEPT. OF TRANSPORTATION
O ° ` (10t?8 DIVISION OF HIGHWAYS
r,co RALEIGH, N.C.
)tcccCnnen(-lcd 11'r.eauent
Sl°pe
1 1 straw 'I'd tzick
Up to
reatcr; t1ian .1`? and less t1?an 52, fiUergla_;s roving or higher velocity
9 ;r-.i• .: excelsior
rip rap
yreatei than 5"a
,
rip'rap class size t1dCluless and filter cloth can be
Notes: - '
determined'by.,District Engineer
channels should be excavated sufficiently
f the rip. rap in a manner such that the
. .. •.. r;?: o
nnc3 arade. of the rip rap meet
to allow placement
finished inside
design

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.