19980659 Ver 1_Complete File_19980721

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
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 27, 1998
Henderson County
DWQ Project 980659
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
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 and those listed below, for the
purpose of paving SR 1553 in Henderson County, as you described in your application dated July 21, 1998.
After reviewing your application, we have decided that this impact is covered by General Water Quality
Certification Numbers 3103 and 3100. These certifications allow you to use Nationwide Permit Number 14
and General Permit Number 031 when they are 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 watersheds
(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. 276 1 1-7447. 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.
z Si el
r ston Howard, 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
980659.1tr
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
er Sr.vE. 11 ?,1 ?, 'w
Nis
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. Division of Highways E. NORRIS TOLSON
GOVERNOR SECRETARY
July 10, 1995
,- 1
° rte,
Ff
l J
bq?
M
r. David Baker JUL 1 ! 1998
151 Patton Avenue
Room 143 VVA i E:rC C.IUHLI-1Y
Asheville, N.C. 28801 SECTION
SUBJECT: Proposed Culvert Extension, Channel Relocation
SR 1553, Lindsey Loop Road
Henderson County
Dear Mr. Baker,
Enclosed are erosion control plans. an application form for a Nationwide Permit, and a county
map section locating SR 1553, Lindsey Loop Road Henderson County. SR 1553 is a gravel road
that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.55
miles. Grading will be moderate.
We are requesting permission to replace and extend pipes in live streams noted on plans at
survey stations 7+00, 9+25, 28+00 and 28+40. 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.
Also, due to the alignment of the stream and roadway and right of way constraints from survey
stations 4+00 - 7+00, we are requesting permission to relocate the channel of a small tributary
alongside said survey stations. The proposed relocation would shift the stream approximately 10
feet right of the existing channel. (See Attached Erosion Control Plans)
0. 5
4142 Haywood Road, Horse Shoe, NC 28742
Mr. David Baker
Page 2
July 9, 1998
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 (828) 891-
7911.
Sincerely Yours,

Edward A. Green, P. E.
District Engineer
EAG/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

CCR°S ACT=CH =D:
(-=Rov 2L=.:=CNSv=Sc w?u`T R) .
PRE. -CONS' `R CT7ON NO 7 7C T 7ON A PP T . 7 CA^ 7 ON

1) :iC _= =G'i=C:t :J = CCR2S Cc r`iG?trS
2) ????=C:.^_CN r'R S_'C__CN 401-
CRO? =C_'?T=CN
CC^?v?tr.C=C:i n_ NC =SiCN CF CCASO:"'• :•rlazAG --z-lT '
- CRZ:GMT -• AND (--) C CP`_' OF =CRX TO --
=CJ C-=="=C- C= _r. C::a?S OF ='7G=.?T=._.S (S nG=YC'? ADDRESS'S SA D) 5Z?'V
(7) COP=JS ScCGLJ BE S .VT TO TH ? N.C. D=v=S=CN 0: F_2- -CIv?*_=NTT.7i. -AN.-G-
I
CWNERS _ ?. NCno?T
MZ_77..VG ..?C 4-142 Nac/wooj ) (DarL,. f-bre S l?oe, A N C Z874Z
C..".. &rsc SAOe ST __-. Nc z=_ CCD-. Z874Z
_ =0??r _ LCC_._=CN ?D? 5, =. CJuD=VG Sv=D_'i_Z=CN TT==d=- (-- D----- -VT - Crt
V--7_._NiG -fbe Enc?o? ?nye-nenz- an 52 (55.3 car, cmtir ue
a/o„,, S2 15-53 ie, a rio-rtheriq dire-ene" a r?isranee 0P Z.9oo Ft. to Inca dF Pra;ee-z-
T=?s_ CN? ti '?.-:. ( pus) . (wo:._:) . ('928)
84 I - 7911
• -- Z==771-1=7-: N:
_ :CND 2v'?I?:=:?:
__mr, Ed war.,1L A, Greeei , P • 1 is•trie.- Lig i a eer-
-11?U ress G7/Id ?/I ?9t° n - -'?cc° Z and 3 a kdVe-
5. LO( --TCN OF WCR:{ (PROS=DS A HAP, PR?_=c?=JY A COP`! OF USGS TOPOGPA=. =C
MA2 OR t1__R_1? r :CTOGriU P:-:- W.. SC. L: TZ) .
COUNT`!; /-le,derse)g N .?RZSi TOWN OR C?TY: Fief' to?

. 1
LCC TICN (.NCLGDE ROAD
tTu2r L=S, Li TTL:!?? ?;, L- C.)
6. ='«P C-=D C?. ?v`=-? .__ S.R=c??/P v?R: Tl?uCclru rD Satt?r-z?t'jc reef:
.._v-R ..: ?=V. Frene?- /3rzxacl_ lever-
7?. PPC??-_ .CC _ED ?r c: W= -,
C,!- S -LJ ?S TRCUT, TT-DAL
(S=-) i :.G QG:--- "'=-=-- S ( mow) CriTS-= VD G RESCURCE w --:RS WM
vPPLY (WS-= CR riS v]?__ y._ ??-MT. ? --V • --
D='v'=C=CN C? CC =`- =
7c• -- - =_ _..C??. _ .CC_?-=J r+=_: =y r.'CO?? C?GN=`_' (5=.. -- 7
7.7Z- 7:Z THE --,:!--\TD USE
E.. =?.-i_OGSLY it zGES==D ?vR. L'iS C'7
`_'_, [ ) -ti0 `!E , .3C4=DE ?C__CN ..D. 2v'ut!:-=.. C?.
= -i.CGS .-D7---CN=D =,T=D: u CN (=-IC=G:?E _ C=CCG='"
G_ ?0_
CE:.---77 -1:=---CN) .
ZXZ--!--TD FOR TPROPER_`! N THE
N0 DESC3==E rV=_C-- =-EJ WORK:
..
°a. EST_T`r?= J m, ..- NU!=DR Or ?L ES N. TRACT OF LAND: 3,37 1 V ???J 1
Pb• -5-.'_??--D .C.: "• NUI-57-8 OF t?C1ES Or WETL?-NDS TCC ?-ED ON pRCjECT S=_E.
D oG
2
PTM?E-:DR 0: C? ... CF ri :???iDS _MF C ED BY T_ _.. P.°.OPCSED PROJECT 'Y:
0, o
c_,OODL?dG: OTHER:
J2?_Nr?Ca: Cv?i. ACES TO BE =f-fAc=: O• D
_ob. (=) S_RZIM C:= *+-N:O BY THE PROPOS-D PRC?-c_ (--
..CC.=_?'? ?oGVs?:. D_5_ -VC.:. ?OZ: - :Ot'_ C'u1D .
300 =
rr?^_'?: B?=c? (?asz? cr. rc-a_ highwate_ czn:.?u:s)
73
P=-C_C_ _V C.= V2? :,.
Cc`s=:.cc_=CN c= _ ?: /-coD=tic.
_-• -- C^tv?S_'ZU? :=Cii 0= : =CND =- =?.C=nc7D wr_=T _S T:7 S Z- Or
-D
N_r I
?_. D?SC3__CN C- _?.0-CScD WORE =NC_,JDE G D=5055=CN OF T`!.= OF
'! Z6
TO BE USED (=
=C -NS. 8 1/2" X 12 D:-_rv=VGS
Civi`!) dicler? nnr4 p2Je s 1 /SS 3 LASIrIA hU ('mdi eyelavoywN--S
li %J
l?ac? homes l? /1??n7?(s 61 uml?-t' s mo or ?rac??'rc? ?0oi?, S
13. PURPCS-r 0-7 -PP.0FCSZ-D WORK: rd
NC nO T
3
-a • _5--=--_=71CCNS WF:f -- ----'?-D =-- --C-71,771"V t?S: B C???==J
GGT _N rr:._? ADS. (_NCL DE- r?t_' ?•_`=-.SURESS T_?-KEN TO ?S_N_??_Z- Sv: TL?VD
YOU r?- :L.Yu__-__D TO Q.S. FISH -M-ND ?+_:,DL_ 5: ?4_C . 7:) 0
(uC_riS) VD/OR N _=CN?? ?!?_..N? ___r.=__.__-:. SC3'v=C. (?v?•1=S) (S__ ?GDVC`_'
--C OF z c
=:.GPCScD _CR -----NG DVD: VGD:=D G CR C
_
CC*i-=-C_DD: SGT 71'al?tmP?s (=---=-C
_5. YCG _ 7-U::.7D TO CC.' . ^ THE `- =-CN 0 -R
G= r_.S=C:.=_ •-
= ROPCS?D
_-` -- -= r.=C- M:- Y --- -_: T=D THE
- WE T =. - -R-?--
CC.NIT
_•J?L_C _ Ji1DS CR T___ a 0.
-7 NO, GO TO 101)
No H
__ Y=c, DCE- = or Z N- 7w7pcr zNT_ L
DCC7MZN= ?UR5UTO T- RStiU Z-2ia TS C? NC•n_ . C_,O =V?_ =Yv==0 N2Z.a^?=,
POL=CY ?C_?
Y,S ( J NO (J
b v-c ?c T .. DCC"?.Tr.'vT .. ZEN R_:i±DO _ .t000'r" T' V NORTH C_'-?CL?Vr
_ _ _-.., -
D 'J71 0= i:D _N=STR=.._CN S:_____ C=.t-NG'r.GCSL.
YES ( J NO ( )
-- ?.N-SWR TO 17j IS Y S, SU=m-, ?_PP:tOPD.- DOCv =1`tT T. ON FROI THE
S7 T? CL=*RZNGE.CCSE. TO Di-S=ON OF r_'•TV=RONt-ENr7:?, 2L?rInG`^`?_.YT R G'LRDTNG
CCMP_L-7ANC? NORTH: C_-ROL=Vn E-NV=RONMENTAL POLIC`! ACT.
?GE?=-CNS ?Z G? D.NG THE ST-m- __. C==-RINGHCQSE R==:* i PROCESS SHOULD BE
D_'7''. -_D TO ME. C R`!S B?_G.=E_=, D=?.-C=OR ST :_'E CLE._?R:NGr.OQS , NORTH
CAROL=NA D P?PT`vENT OF 2LDM-7N=STR=.T_=ON, 116 Wr-, JONES STREET, R-ILEIGH,
NORTH C?ROL=NA 27603-8003, TELE-2HONE (°19) 73- 63GD.
4
3 . T =•DL_Gw=`iG IT??S SrCGLJ nE =?iCLGDED 'v7.T = Tr= ?? -r'- =0N
??.C?OSEJ =_C:_T__'f -?vJCLV=-z _ THE :- D-SC ==.CE Cc C? ?*_?^_'c?`•-
=J
_N-0 W ?TTu VDS : -
. WE=_ 'TD DEL_NE: T2Ct7 uz SFCW-NC ALL WET_ NTDS,
S^?,:Luc r__
??7D PCNDS GN _: - ?,pp_-_'_' (_ ;a Nr_T_TCr+"riTD= N-uZV3 _c-_a 1-9, Z `
29, AUND SC _
). L S__.
?uS (-NT _T.`T: A?D P_?uAV-.?1r')Grl H_ R0 ? L.,
cFGRT CtI THE Nam ?? SC27-L-73 SHECULD EE 1 - -
ca i
_NC E:?Gc_ S _00 CR T '_? =QG=v: _ :ZT -_-_
?. __ . -I.-=LL, ? r?c-;..I_ ___V- - :CTCCC_ W---::-- os
TO
c• ?_ DE'=N T_CN WA-S r=R_Giv**YD BY a CONSULT.-r- T, -NCI DL D_ ^-
SHEETS TO THE =r.-- C : OF _ 'r \1
17
:- DGL_NL__-CN L_.
COP`! OF THE STOR.':- cT:.2, 2L=1VrC??V= D7=17
77 REQU7-Z.7D.
USE OF Sv:`ROGND.NG PROPER_:?
Rare, l ?eS jd ept;t7Q
_ • -- ----- =-_-, ri T _ CCSEJ D CF SE?i G= D=S:CS:=? /V
c S=-: : ?iD D =--J = T --'-'T -• =--Cr1 - '- ---- --
?vG '• tr__-r\uS CF, rA-7tier' Cr u.S• ?70_ =SSZ:=VC' C- A S7-C_=CN 404 CC c= S C: 7NC=2v' p-? _•_r
2) =--• T =- UA CZ CR WA v_a C- r_ 40_ D=v=. =CN OF
Div=FcCt? 'NT_? ??`-?ICaG::r'NT (WATER QUAL71"!) C FcT_= _Cr.T?CN, A3v )i
(? '_':? ?*,??•yr-r C ?'"-'?_T CvGN=?S GN.:,=') , A I.T'?•` C2-S T'?.
NORT -CAROL-TYA D. v =CN OF CCAST%, 2-LAr'-_G-?.EN S i'T=3vC T= ^ K
?_? ?t'cO?CSE7
.-.CTIV-TY IS CONS=S' r'NT 'FTT•r_ THE NORTH Ck COL =?U=_ CC: S T: y.. 2??2ir`_GS?NT
(ld"j ??. )), , / 0,?Q-
CGv-N-E-R' S/AG=NT' S SIG.NAI -
(AGENT'S SIGNATURE V?-LID ONLY
1. P_IIT H-ORI Z.AT_ON LETTER FROM
THE OWNER IS PROVIDED (!8c7.))*
' Damp ..

5 ..
NORTH CAROLINA DEPARTMENT OF. TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
C r m T r. !1T
v v.V Jlr.Vi ? `
. SR 1553 (!_.l?`(DSE1'' LAP IZD, J\
LOCATION BFG-iI??J AT T?-+ta Er,to ol= PAVEME?t`17 ot'l 52.1553 AIJD
cc:)KjTI KJL lF- Awc..lGj 512 1553 11.1 A f.lotzTHi=tzl_Y D121?GTIOl.1
Fo>z A To--rA tL D tSTA I J C E C DP' 2,--?00 FT. Tb EfJD of
WORK 1-S-PE
t=C) IN , A, Br-, PA\/1=1 Ar`1D E1zaS10t?1 Cot?1?'?oL_
WORK ORDER PRIORITY
Co? X52 1-7 Co (T'?lyi??
COUNTY l?fJnCl?. RIGHT OF WAY ,
DATE SCALE
NOTES
?R EVi 56 D S//e/98? - CHANGED F. D, P FeDM 79-k36 f 0 Z9-too.
50•-0•
RIGHT OF WAY
6.'0, 18'-0' 3,-0'
SHOULDER PAYEMENT SHOULDER DITCH
V4 ifi. I V4 if T.
1-PER FT. ---- ""R FT.
?OgE I ?:
5
RESIDENTIAL COLLECTOR ROAD
S?Olt
Y
-0.4,
_
S18C OR M.c

F-::DwA.;7-D I?1?rLVA t IJ= 0
4,5-7 LItJDSF-Y LCC?P P p
FLETGI-IEP_, NG o `
O 2832 0v J
36 CM
02-

'f'OL-L-IC-7P- DAVIS Sp,
P-'T 3 BOX 42,?)
FL1=7"GwE2, t lG
O 28-732
3?''c ?? P
PROPOSED
CHANNEL-
' LocarloN
(sE? A1"?"/rc NFL
Co 1 C = D?.?I S
O .
rcpa. cc/
c U ? v
Y
ip
p
)
L
v0
O a
U
O
o
b ?
b a
0 U ,
0
o 0
O RAW
RA
W
O U
O p
b v
O 0
0 U
p
0 °
0 5
0 0
o 0
0
D
B?C?1l.! 0 0
J
00

(D

0-1-00 PEGI/?/
' V
S? 153
STATE OF NORTH CAROLINA
SUBJECT- SR ASS '31 PROJECT
DEPARTMENT OF TRANSPORTATION p r -?--
DIVISION C'l ?? ?- -- f/ENDti?sG.? COUNTY
OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY DATE STATION f-UO
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STIR NO SHEET--L OF--L
, w5
010 1
i
. 1 °
o
I
I I
I
I ? ?? ?? I ? i - - I i
1 I
I j -
R v
(tt.. *1 0. o OIN - - -- -
I
I ..
t
? t
_ V
I O ?fl I i
!
, I f 1 _
U
- I h I -- - i Q
I
I ,
I
?`
W
II.
-?- -- - 1 r
.14
- I
GD-01
41 5.
V+?J
5 0,
O
?O?DOr?J Gqu I LL.
?ZT 3 Box 4 24 A
FLE TCHE-=21 NC.
O 257-3 2
CLA12 ?ADGL_It=?
545 C L AYTo?.1 AV E
ASI-IEVI L.l_? r NC
®288??
F
os - 6-1
o
D
r
M,412?Aee=T I-IAYG??
2T3 F,AX 4245 O
?L?TCH?R,1.1C
28732 14-
I Go
20' !?o.o?/?! I 44 4 o
O
S LJ e= GA ZSatil o O
O 47-7 L- I Q DS S'r- L-Cn::::)P P-
I=LE=TGH E2, NC
28732
S'I=SSt= l-Ar.J t`llr?lf?
14 WESTFIEL-D P-D• O o
28732 -Q«7 °
? 12 0
7 .. 12.
?I rr?se? o
14-75
0

AMY DAB/ I S
R7 3 42 Co
?' FL.?TGH 1=2, NC
G 2 8? 32
12+-70
0
00
on-
Proposed
F
/W
G.O L D?.? 1 S ? iz

TH?t_MA Ro?,IN?f.) ? I
Po. Box
M-rQ. -1 Hor?1 E,
N C
co ?j
w
O 28758 00
a0
3
00
0 0
0
O
C. U
(To
EDWAP_D M?ZLVAINI= oo STAe3LE BE P_Er?ovCD? O
2 C o °o a_ D ?DJnlA12D MM??i,?alt.JC
O Oo - I F
F?-
R-
re-
E -
' I ? STREAM ?_,
L ? o
o
0
Proposed 30"CHp
Puz n ?ou) po?r??
1g1PS pW
M IG4-tAEL_ PENDL-ANID
2T 3 BOX 424
FLFTGHE9:, KIC
l0 28-7 32
C?oet??,1 CUILL.
O
ET
0
c
a
°24"CM P
- e GArzo!_Yt?l GA?Ic'E1?1
ll ?r 3 f?o x ? 9 I ?.2
' FL. ?TGN E li t\lG
8 27+ • s 28-732
Raw ??y ' • e
5 ?' -??EMoYF_ .
0°0 t-I C?E:ASMAf?I
° o°p(os CASa 2D.
1=L_1=TG H !_ ?2, N C
i I 22)-7-32
LD I

IB?? GMP
0
°
2 ? -I- o0
1zADGt_tF?-
I I O
0
000
5 ' 000
r
ov
a a -- p
R-

t? A A t'At.AAl'YAL' 1 ? A .t9.
The right of way is measured /9 ft. on die WEST side of the
center line of said proposed road from a point 5 ft. So u TH of die
SoyT!-1 F-21,- comer of the t??-r C-EL-L-AI?- to a point 5 ft. ? lo1?-TH
of the t JO Z-rN EAST comer of said !?,=tn T G E t.u Ar2 St /o?i 9'? 8+31/19
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft
of the corner of said
x??k:?K?Kxx
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
of the corner of said
The right of way is measured ft. on the
center line of said proposed road from a point 5 ft.
corner of the to a point 5 ft.
of the corner of said
The right of way is measured ft. on the
center line of said proposed road from a point 5 ft
corner of the to a point 5 ft.
side of the
of the
side of the
of the
of the corner of said
PODS DATA - 1 U1 ,.5 +:l,
tOJECT S2 155 -__- COUN'T'Y _--_ H e-kJ 'S??
(LI Q DSE?Y LOOP fl D,)
IVNER OF POLE LINE ---------- ----- U K E_ P? --E-------------------------------------------------
'

CATION
POLE DINT. FROM CCHTER
PRESENT ROAD DINT. FROM CENTI(R
PROJECT • DINT. CENTER PROJECT
AfTE11 MOVING

HUMSER
LT.
AT.
LT.
RT.
LT.
RT. REMARK
o+ GF 21? 2o'- POWEJQ FOt_7=
2-7 4-

I

a

POLE DATA IN 01-1j.3 11,J/
10JECT __1553 ---------- COUNTY -__-? C??1b??SOt?l--------------.5}leeC__
WNER OF POLE LINE ------------------ SouTHEC-_?,-?Ll ---------------------------------------

CATION
POLE DIET. IROM C[NT[R
PREs[NT ROAD DIST. L•ROM C[NT[R
PROJECT DIST. C9NT[R PROJECT
AfT[R MOVING

NUN[[R
LT.
RT.
LT.
RT.
LT.
RT: REMARKS
3 too 45 iz 21 20'- puonl ???
74-05 5D95CC. (2
14 -+ 20 51 201.
20'
P -?-A
ICJ+2S - 231 22' It
27+ 8 21 ' „

4

a

PIPE SCHEDULE
PRQJECT: S2. 1553 COUNTY: I-IEI?lDE250? SHEET OF
(DWDsmy LAP 2D)
STATION EXISTING
F PROPOSED REMARKS
DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW
- - 70
2 15 -3
I 2+7 1 2DI 4?° Ct-lP
71-75 2A " 2 80° N O - ? ' sT-R
284-35 24" 25' c?? CN1 P

N-12)

e \
)NE*VILLE No.5 (•?
Bt,RNE, 4TN.
uq
cftA
i
r
\•
Jp
J

r
0
la I r LICALPINE
N
02
Ri?y?y Im ? i
R??y?RFO
R
?
i ?
15:JGd R;Q pF 4TN,I
ELEV. 7.967 I
• •. •re tl
rs o I>cx ti'1
CH i?o>
I97S ? ? r>I .?.
vwE7 MTN,? 1945 /
tY r •
t7r {•?
' "' . PROPOSED
?. /• 1799 ...i- ..
IE?•7 J IMPROVEMENT
? O
OR PAVING. ;
SR 1553
r? 1•
/•' al
'i
.i
i
'-'E NJ D Ea R S eg J/
I %.,,%N -COUNTY
?? 10 Yrnrra.a0 IC-? ?
0
G
kDETAILS'AND'
SPECIFICATIONS
Std. # _D6SrdP lOn mbol
0
8(,8: oz ' Pipe Owlet Dissipator 000
..
1030,03 Temporary Silt Ditch 0000
/.630.055 Temporary Diversion
j4.057o/ Temporary Silt Fence ...... ........ .....•-• - _ --------
1.6.22-01 Temporary Slope Drain with Earth Berm 4 4
_1630.0 Silt Basin Type A •_•••__--'_ -----_--
/G3o.oz ......................
..........
Silt Basin Type -0
B ............. .............................
./633.0/ , Temporary Rock Silt Check Type-A
16 33. oz Temporary Rock Silt Check Type-B ..........T ____________
•?,
_103¢,o/ Temporary Rock Sediment Dam Type-A
/634 , 02 Temporary Rock Sediment Dam Type-B ---
.. Rock Pipe -Inlet Protection
P-9 . t..
-/(,3570/ 1636.01 Rock Silt Screen °
_ 4 30.04 ;Stilling Basin**.*
Rock' Inlet Protection:
1632-01 ; Type A ............................... A ? --OR
-----
1632.0z ; Type B ........... B ? - OR • B
/G 32. 03 ; Type C . ............................... C E3 OR • C ----
• )
968,04 Rip Rap Class "B" ...............• 00 GO G
0 00 00.
"
g?8.03 . Pitch Liner Class A "
XXX
xxx
Note: Type B Silt Basins will be used in conjunction with 9
.1 Terporary Rock Silt Check -
Type 8 unless otherwise specified.
'0'N `149111VH
SAVMHJIH JO NOISIAIO
NOIlV18OdSNVdl d0 '1d30
VNIIOUVO HIUON
30 3lV1S rK-=-

0- YM
a
..(a
v
tD
w
N
n
r
(`)
N
O
M
O
C9
n
'ct
tD
tD
n
U
co
h
4
a

x H
¢

U
H
H
*'
N
N
n O
r O
r n
r r
N co
N N
C7 co
W
F
"
H co
U)
0 g } o co -t t 7
y N co V n r to
r N
N c
N O V' lD tD

F-
W
J
p d V to n r cD

r N

N co

N
i
5 LL
co
cn
N
r r N Co N n Or
U ~
¢ O to N o O O N M 0
a o n
l r r
? N 0 0 to co n co
¢
4
l
l
a

U H
M (n
N
M
q
h
"
r
N
N
M
OV
co

U)
F-
H y
?
y U } cD n O N N co v co r0. co
f• Cn
w
J
H rl
Q
'M
o ¢ a Q r` o
r IT
r
N co
N n
cM ,
Q LL
co
co
cn N N co tD co r c
U ? r
O N cD W V O U N O
rd a c) to N
r N C
0 co 'V Lo to
U
h
D
X
a Q
S1 uno 3dId 111 d11a dIa a0d auinJ
a03 JNIM 0 GdVONV1S HSIMN3
0
X
It

CD W
cn 000
a
¢
a
a
z a.
O <=<
¢
~a
J ccH
Q m H
ui U co
ZLLO.UU
'0Z
Q ...I
aI
cc
W
FQ~-
J
¢
0
r
r
w
a
0
J
cD
OF-(
r=1
U
H
Q
cD
Q
LL.
N
0
co
co
00
m
Cd t...
H
`0 3
H ?
W -J
N H
cA Qz
QJ
Ja
a
z
z0
0
z
zo
ox
Z x to
V F-Ow
t w to
N H
H o?cc
t= W
II W x
Q E2" Soo
c
Q H ON
M(f) Lu -j
-j :711
F.? W=O
V J " .Q"
N D.aQ
LL
O a H
D.H¢ •.
W 0¢
a Hm
H FO- to to
a co N
ass
cr U U
a.
H 1nN
¢ r r
2 F- F-
¢
STATE OF 1-yo ENGLISH STANDARD DRAWING FOR ACV
NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS -9
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS Wcp
RALEIGH. N.C. co
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
Aone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
ether respects for the purpose intended. Where broken concrete from demolished structures
)r pavement is available, it may be used in place of stone provided that such use meets with
he approval of the Engineer. However, the use. of broken concrete which contains
•einforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
•equired, the various sizes of the' stone shall be equally distributed within the required size
•ange. The size of an individual stone particle will be determined by measuring its long
iimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
,lays 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
for no more than 10.0% of the material can exceed the maximum size specified.

`H9I3lVd '-
S'ItfMHJIH 30 NOISIAIa o
NOIIV1HOdSNVH1 d0 '1d30 ^
VNIIOdVO HIUON N33UOS 11IS )IOOa ? co
30 31V1S UOA ONIM UG (IMINV1S HSIMN3
x
a
m
0
1
w
¢ H
N >
u CL
O O

Y
2
Q
¢1
U.
O
a
0
r
J W W N F-
J 0 =OC ZU)0 H{- Z
c=i)zQf-n'O U)0(L =E ot=-•o
O Q W cn Z F- H
WH: UO J wU0 LL fLJ
Zcnmcr- "= 0 xco <W O W Q
00t Oczw 20 ?cn (L
F- m U. o. F- J F- - = W ct
W W (n CL Z L0 J Z F- W O
cn0F-O o QoZwcLm=
JCLQHHLL U = U 0 Z W
QOJQZ Oct) F-000 W
MLL U CL W:: F-Z W F- Z>
F=- LU LU 00 z W w z LLJ D w m
?oom¢c~ncnH m¢?aoHmQ
c=F- XJ[C - (n 0J W Q W =XJ _
L U- - c m z Q z z cwn ¢ o m? U+ z, Q L~ i - a
O W O=o0o =F-0000 S W
z m 0 W O F W W LL (L 0 U) , 0
cl)
M
(D
r
z
IA W
N
L ? J
0
=D 0 y
cq
z
0
r
N
J
O
¢
r
Z
0
U
r
3
O
W
w
H
Z
O
LL
Z
O
H
F..
U
w
O
U
U
O
U
STATE OF i-9tj ENGLISH STANDARD DRAWING FOR r ro
NORTH CAROLINA ROCK SILT SCREEN "
DEPT. OF TRANSPORTATION ?cD
DIVISION OF HIGHYJAYS r M
nnrr nu n w

Z?
Silt Basin - 1
(S.B. 7)

Silt Basin - 4
(S.B. 28)
z'T q

Silt Basin - 2
(S.B. 14)
r X21,

Silt Basin - 3
(S.B. 21)
2T I X26' \
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
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.
SAWHO M 30 NOISIAIO `J
NOI1VIUOdSNVUI 30 'ld30 00
VNI-IOUVO MON dVU dIU 18, SSVIO nim S3HDlia 9gvNIVUU (o
30 31VIS _ UOJ JNIMVUa GHWINV1S HSIl9N3 = co
W
T U

I ;. 0 F-

D
O I N a)
.. I

• T m W

I F-

? Z O
I H

w .. aC W
s
O
2
0
LLLL W O
0
H
i
U)
LL
w ?a

a
w
m cc
J d
J H
Q
Q
2
N

W m
co
Z
W;; co
S C7 cn
W 3
?
C] o U
w
S
y W H W
lA = A fn
.5
m z

g LL
on 0 a
m LLJ
w m
w C13 0- o
J ¢
N JJ LL O
W d 9) N 0 H
F
- X D Q
O (n in
cc W H
D QU M W
J LL
Q 2? LL " M
08 w m
w a w

`w
cc
> uai cl)
m
U
F-
M
0
W
m
k
i =

o -: I
F-

LLJ
I, w
>
lw7 OI4
STATE OF'- ENGLISH STANDARD DRAWING FOR
d'
NORTH CAROLINA DRAINAGE DITCHES WITH CLASS `B' RIP RAP °.
DEPT. OF TRANSPORTATION 00
DIVISION OF HIGHWAYS
RALEIGH, N.C. T pp
S,kVMHJIH HO NOISIAID
NOIlVlaOdSNVHl HO 'ld30
VNIIOUVO HIHON
30 31V1S rrs
cn Cc o¢?
~ O
00
WU.W
Z
O Q ~
U. a -
W WZ
0
W Q CL
m = co
J O U
JOrlto
Qz=Cn
s<CL<
W m H U
Z .J
fn O
cn F- F-
U Z
Q U x U
? J z z
F-000
W :3 F- V cn
F- XZWO
O F- O==
Z cn0F-W
< 1-4
~ _ = O
U.Cn0W?
OWH[aZ
"JD_1 V
F- Za=Z
O>ZOO
W = a z o
?.
F- co ui
U"aCLu-
WOW LL
x O W
Cc <
OLLHC70
Q N
Q
G?fO-WF=- O
W U) O 1---.
Z= a o ==
"Q WWQ
C7. r.J n.a
WCn-W WCn
W Q W Q ":Q
= ZI=X
F-UOC4CLU
z
W
Lu
W
J
a
LL
O
W
C7 ,
O
W
3
W
H
>
V
H
a
F-
LU
O
rn
H
O
H
F-
U
W
N
N
O
U
F-
M
?
W
W
H
N
T
x
U
.H
w
O
W
G NN
[a ';
_f
O
J
LL
O
M
F-
U
W
N
N
N
O
V
x
U
N
J
a
?
H
O
N
W
a
a
?
N
M
M
cs?
r
STATE OF " u ENGLISH STANDARD DRAWING FOR ' - N
NORTH CAROLINA TEMPORARY ROCK SILT CHECK TYPE `B' " c
DEPT. OF TRANSPORTATION 0C4
DIVISION OF HIGHWAYS ?- M
RALEIGH, N.C.
,8L 3dAl >103[10 l-lIS )IOOU AUVUOdW31
a03 0NIMV80 OUVONV1S HSI1 ON3
In Ulu
Q Z
OzU)a
W U J 0
O W
O W L1: O
Z=F-M
I-- W O W
mF-vm
Q
JCc zJ
a O WQ
= LL =
N 0 0 U W
WraW W W
Z Q W Z Z
0a.= _ O- CD
F
- J
-im w
O J O W
ocJ=Cc
F- Q W F- F-
ZS[LZ
O O 0
U Q U U m
F-Z"1-0
ZQcLZW
W aWP
'2 Lu
N ZF-HW
0 0 cl CC
WF- ZWH
O O O O 0
w 3
ri W
O W ?,,,I
(O >
7 14u)
MJ O
a
>
CIA(
U J
1 W
i
i
m
W
a
F- Z
N
J (n
Q m
CD
J
N
ou)
SI,VMHJIH 30 NOISIAIO o
NOUViHOdSMI 30 '1d3O o
VNI]OUVO H1HON 8v BdAl NISd9 MIS
W
CO
30 31V1S X103 JNIhM(l (IMINUS HSIIE)N3 N

? `
)q?` \
)
) w

\ t,t t, ,) " IIIII ° I I I I

`l J?uvly,\\u `k` \
\) \ \ t
)
t\)",) , v,
".,
LL
? IIIII

?
?y
?,
\
; H
?
)
?)
"
" =1 1=
IIIII
w ?, ),)y,)v 'NIfl
-
)) )"
i
? IIIII w
?
r
d . ,\
,\)
)\)
i )
"
"
r IIIII
\ t
l
L t
v\
? _ l7 _
Z
p \
) t) l? )t
° F
`)t)
, II I a
IIIII

"'J`''' J
LL W

H
IIIII LLJ
V t \ \)t)vl)" W
IIIII
?
"
' ? '
"
°
' IIIII -
(IIII
."\`?
\"") ?y'' __

","`t?
°
??
?
?? =1
IIIII 111111 =

?A

sv".z. "xtyt "
11A '
w
a IIIII
_

•);
?
)?
?`;,? c IIII I
"
?
` LL - IIIII
r
° 4yt v
i v?)" t ")"
)
?
v)" o ?
b
\vvt" t
"\
Stt) a
Hill
P?\???t ) tt)?t
,"
t t tv cc
o _
L
" u_
"``` `")) IIIII ?

m w ? -
m
STATE OF ti -98 ENGLISH STANDARD DRAWING FOR N
NORTH CAROLINA SILT BASIN TYPE 'B' 0 0
DEPT. OF TRANSPORTATION

DIVISION OF HIGHWAYS ,.
?- o
M
RALEIGH, N.C. = cn
X r