19970850 Ver 1_Complete File_19971001

State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Water Quality a
James B. Hunt, Jr., Governor AdEbUdIIIIIIIIIINNOIL
Wayne McDevitt, Secretary E) F= H N f=?L
A. Preston Howard, Jr., P.E., Director
October 21, 1997
Polk County
WQC 401 Project #970850
APPROVAL of 401 Water Quality Certification
Mr. Edward A. Green
District Engineer
NC DOT
4142 Haywood Road
Horse Shoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions, to place fill material in 0.01 acres of
wetlands or waters for the purpose of improving SR 1151, as you described in your application dated September 24,
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 Stonnwater, 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 tbe 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
SP.
E
9708501tr
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% recydedIll Wo post consumer paper
10/17/1997 12:31 7042516452
PAGE 61
MEMORANDUM PRINT NHS:
Reviewer:
TO: JOHN DORNEY WQ SUPv.:
ENVIRONMENTAL SCIENCES BRANCH DATE:
SUBJECT: WETLAND STAFF REPORT AND RECONKMA.TIONS
*--EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE)
PERMIT YR; 97 PERMIT NO: 0000850 COUNTY: POLK
APPLICANT NAME; NC DOT PAVE, SR 1151
PROJECT TYPE: ROAD WIDENING PERMIT TYPE: NWP14
COE #: DOT #:
RCD FROM CDA: DOT DATE_FRM CDA: 10/01/97
REG OFFICE: ARO
RIVER AND_SUB_BASINJ: 030803 STR_INDEX N0: 9-29-(1)
STREAM CLASS; C
WL_IMPACT? : Y/N t)-n Q...,
W REQUESTED : CO n _
WL_SCOREM : `n/GL -
WL TYPE : WL_ACR EST? : Y/N - JQ

WATER IMPACTED BY FILL?: Y/N --?bQjjj!?
MITIGATION? : Y/N, ?7')L MITIGATION -TYPE: -7th-5c
MITIGATION-SIZE: 1-11 f) V)P _ --DID YOU REQUEST MORE INFO? : Y/N -
IS WETLAND RATING SHEET ATTACHED?: Y/N. U
HAVE PROJECT CHANGES/CONDITIONS SEEN DISCUSSED WITH APPLICANT?: YIN
RECOMMMATION (Circle One)! yIS?SUE TSSL?E/COND DENY
COMMENTS y/ifi ? !A /?`f 1 /?IW?T•
/ add2Z ,4- 1
I
I
Past-if Fax Note 7671 ? pagos?
From
9pt. Co.
Phone # Phone #
Faz N Fax #
cc: Regio-nal Office
Central Files

WV
?? Pum ?•
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
4141 Haywood Road
Horse Shoe, N.C. 28742
September 24, 1997
RECEIVED
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: Proposed Culvert Extension, Channel Relocation
SR 1151, Green River Cove Road
Polk County
Dear Mr. Baker,
aC? 1, 1997,
ENV1Rft"TALSC S
Please find enclosed erosion control plans, an application form for a Nationwide Permit, and a
county map section locating SR 1151, Green River Cove Road, in Polk County. County. SR
1151 is a gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a
distance of 1.52 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 7+50, 13+90, 16+25,31+40, 42+50, 54+35, 58+65, and 67+15. 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
Green River 19+25 - 26+75 Rt.
Green River 48+00 - 57+50 Rt.
Green River 78+00 - 80+00 Rt.

Mr. David Baker
Page 2
September 24, 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.
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.
Sincerely Yours,
Edward 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, Mountain Region Coordinator, NCWRC
Mr. D. B. Allen County Maintenance Engineer

DEM _TD: CORPS ACT=ON T_D:
NATTO1,rW7DE P=??^' REQUEST= (2R0V=DE Nr.T=ONS4_DE P_°?.tC,T o GllGi
PRE-CONS TRliCT I ON NOT 7 CATION APPT TCAT ; ON X1.01 ' -
s
FOR NAr7(:)b w=:.)E PrPM_.T'S =n=' cFQli? .
1) NCT= T_C_-,L=SON TO CCR-S CF _-lG=_%=
2) .?PD?SCea'^_TON T-_R SrC_=CN 401 CN
3) C.^crm `i;LT2CN n=om - NC D?25iCN CF CCA?S= Mx2Ie?G ?I?
S?t-D T? C_'rl_TG-MTA = (1) COPY OF =5 SOPM TO T AP°?OP?_T.',
SIB 0_=-C OF T--- COR.PS OF %*TGMT_=RS (S:C AG_---TC'Y ADDR.SSLS SEE Z-) . SEVEN
(7) COP1_?S SF:CULD BE SENT TO Tr N.C. DIMS=ON OF ENV_RONY_ ENT_ L Y_A_gAG=.=V_
(SE P_GZ-N. CY ADDRESSES PRTN-7.
1. OWNERS N;rM_7: Do
114,V,,JCCe1 Pea J,
SU=D_G_c=CN N:?M?. `y/4
C_TY: e- 9/ oe- S_ _Tc Mn ZIP CODE. ;?_e-742-
?O,7_EECT L_^C T_CN _NC:U:)-7 TG SUB-011-1--c-ON N'MMz (-- DE..^.__R=_NTT _nw
Y_z=11 NG :?D ASS :=GVDj . .r 1 A C2 ro i?.n?7c! ? irri e? o.? ??a s' o e
l,1er5eL1,O ?OY/?C%i'L7,
3. T_?C_ =,CN? -V,-M=rR (WORK)
9189/ 7g/l
4.' _- ?7DL_C.? L_E: GENT'S N: u= OR R?..PONS_=_y COR°ORAT : OF==C =jL,
P,:CNE NUMBER:
i?• 6g14) 1'0 r'T, 6?Ge17, a e- es-
Ae'%ss . see, Z , PA. -0 ? se- G 0 3 .
(PROVIDE A I??P, pRiF?RPBLv ? COPY OF IISGS TOPOG.AP =C
5. I,OC?TICN OF WORK
I_j? OR AER-_AL P OTOGL PHY WITH SC-1T,E) : /
COUNTY: Nz REST TOWN OR CITY : C cJQ//w N e,
' Z

SP°CI?=C LOCATION (INCLUDE ROPE
NUMS ERS , LANDMARKS , ETC.):
SR ????? C.'7?? ? ?'I /\ i??P ? ?0 o CJ. _ ???Oi ? t??
V
No .?>h ?s?p ?' l z ?yf?f3?e A rr e'1S /4Z
/?
l /
/?sTaece o l ?Zm.`le- s.
6. M' lP CT°_D OR ME-1-REST SvER: 6,--e-e/! /e if?e?
%a. :S PROTCT LCCA ED NE.L WATER CLASS--TED P_S TROUT, T=DP_, S_?_vr_-E1
(SA), HZ- G"r' 4L'c?.=== W?___: S ( QW) , OCiTST=VD=NG RE SOURCE W:_-?= -` (ORW) W _"'=R
SUPPLY (WS On WS-==) YE.. (?j? NO [ ] __ YE , LY?_=V. ?oc??G?/rrtds
7b. IS T __ PRCvcC LCC ^°_D = NORTH = C?ROL=V DIVISION 07 C^OAS'?=-
Y--V Gi.`??V- •-= OF .:vJ==CNY='i?'__ CCNCER.^1 (?-C)'• `-'=S [ J NO [
7c. __ T T PROv7.._ _CC:._ED W=_ =N r_'COPcT?-L COUNTY (5... P G? 7 FOR
S. OF CO S.?L C0'_-_.,) , W- T : __ T D L'?S E _==V (L'P) DRS=CVAT=ON:
8 a . ._=v _ ?y c_.. _=ON 404 y_ --R-H: TS -EV _RZ ICUSLY REQUESTED c R. USE CN
_..=5 PRO:E=TY? `_'EC [ J .10 (Vr _= YE"', PROVIDE cCT70N OF
_..Z;=CQS P.?M=_ ?VD W ?nD=T=CN?_, 7. -OF :_=CN (=NC=UD' _ C:OCOPY 0- ?0_
8b. RE r?D=?'EON:., P=R_M-T REQUESTS EXPECTED FOR T H?S PROPERTY :N THE
cvTtitZ-? YES [ J NO [ I_ Y.S, DESCz73E ;UM1- -. _ED WORT{:
°a. ESTT_M?TED TOTAL NUMBER OF ACRES =N. TRACT OF LAND;
Gb. EST.???TED TOTAL NM- OF ACRES OF WETLANDS LCC TED ON PROJECT S=T E:
D.23kf.
Z

10a. NUYIEER OF AC?c OF. WETLANDS rMPAC_ED BY T.-:.--- PROPOSED PR- OJLCT 3Y:
-" LING : D, D 1 EXC._VATION :
F1,OODiNG: OTHER:
,FS TO BE LM',kC=. 4 ©laerleS
DR.3_N1?GE: TOTAL A=
10b. (1) ST-RE-=u C:?*INE TO BE _MPACTED BY THE PROPOSED PROJECT (__
I
A
A
?? OG.? D, ??GV=7: Dr-s -NCz 30ZH 3-7108 FAID REiOC_ TION) /?
BEFOR : FT A= I'=R: FT
.-L:DT= BEFORE (based or. normal ni gn water ccntou-s) c '
WZD,

(-) ??'_- =T C ?iv'TvD' =Maar^c W-_? _Sv__ Rcm: (C ECK ___, TL. _ f)
027 C.: y-Na7 D.-wCON. P__CZ'?=i1_ _N
C _LNNBZ EXC?_T "=CN: CONS_RIIC^_=CN OF A DF`?/I.CCD=NG:
CT: =R:

__ CONSTR C -CN OF A POND -- P30POS:-D, Fir "_' IS : E S=ZF OF
T_
Ftr_.RS 'D Dim:!-: =NG TO THE POND? IAM
?CND sDRFiCE ? /Yl
1_. D 3CR_TP'TZ=CN CF 0 CS TD WORK :NCIUD_NG D=SC-7S: =Ct OF TY:= CF
_.. ?N=G`-T• E'^u__!u_NT TO
ti USED (ATTAC PL S. 8 1/2" X 11" DR=ri=NGS
ONLY):

13. PURPOSE 0. PROPOSED WORK: M ale4 4n0' 12it?C etS i s?l/i c a te/

3

_ .:I ?'vID ?C=='v=mY Y US :' BE G ?R_TID
_? . ST- "_'E R=_--SCNS WF .71 7t,
OCT _N (_DTC' JDL r*i ??_.? SVRr.. T? -K-7i =0 M_N7'W=Z WETT, ND
.J -
see aI/ar-men S
THE U.S. cc=S'r. AND W_=,DL__.. SE1ViC
YOU ??.E REQG=_=D TO CCN_
(%S_wS) ?STD/OR NA.=CN?., Maw=NE (N-Ml S) (SEE AC-ENCY
Or : VY _EDEti_LY L_S=ED OR
ROPOSZ:) =OR L_-_=NG EVD?VGE.-D OR T -•--_°_NED S. OR C?.=_'=C?r, 'r-= -T
/u?`-' - =-- °_D BY THE PROPOSED _=O?cC=. DATE
CC*i"_'=-C=ED: sew-a7lZe enenAu (-= =-C _ S=CNSES
_.:Cm AGE_iC=E-
_5. YCG rte:. . :YG=3ED "^ CC:i:C= THE S."= 't_.__CR
(S =C) (SEC GE`iC: ??DRE:..-- ?D=) RE _.D_NG =HE OF z_S=OR_3
_ROP=:'I'__S _N T:--- °: tim-T jzr! nr_;C21?.t==D cY T =ROPOSED
Se e- a- 27A Chn
-'3017ECT. DATE,
_r. DOES T E INVOLVE -N _..C=7.iD__Gti. OP =-,j=LTC F-i-ND-S OR USE 07
18 )
`-'_ (i,]? NO [ ] (-- N0, GO T01
? . _ _ yr DOc.. T ~ _ = C.: ?C _ F?.QG=1E = RE_ _ !T=0N 0: ;r-wTRON-M:- NT
/(C_=.0 =N ?JV"v=10NZ
DCCU-F_?TT PGRS 2?-Ni: TO THE CL THE 1ORTH
POLICY AC:? "/V(, POT AJ-1. - AlCn 1414 veAI-,,.,,.0
YES ( ] NO cql
T. YES r? S Hr DCCGN.:NT BEEN R=v _TW E D THROUGH THE NORTH C? RCLDUTA
DE=??cT`_?=.?TT OF P?M_TVIS:R. T.ON STATE CLZ:-UR---NGFOCs'-7*;
YES (] NO (I
__ ANSWER TO 17b IS YES, TzrN S U=-14-TT P_?DROP°.=?T DOCUmENTAT=ON FROM Tt.E
STATE C_Li-RINGHOGSL TO DI-T7-570N OF E_-T9=RONI?A-ZNT_.L REC.-'-srZDINC-
CCISPL_?NC SviT:i THE NORTH CAROL=NA E_TT4IRONYENT_. , POLICY ACT.
l
QUESTIONS RE 3rRD=NG THE ST TE CLc?RING'r_OQSE PROC 'SS SHOULD BE
DZREC - D TO Y-S. C RYS BAGGZ- T, DT_R= CT_OR STATE CLZARINGHOUSE, NORTH
CAROLINA DE- RTMENT Or ;0N=NT_STSATT0N, 116 WBS; JONES STREET, RA-L:.IG'r_,
NORTH CAROLINA 27603-8003, TELE=.:ONE [phone].
4

13. T:.E cOLLGw°=?iG _r ??c c CGID E INCLUDED Trv_?' Tr_S n?_oJ_C?TEpN -
PROPOSED C='=T^_'' =N'JOL EES T L-7 DISC 3LRGE OF Z'rC T7 TS-D OR -LL M3Tc?`?-
=NTO W+-T?NDS - - ?-,
WE=LAND DEL7_ZE<_'_'IOP7 Vim= Si:OW72 - ALL WET:•-_NDS, 5='Rr?1M5, T?`S
*iD PONDS ON PR v= ?Tv G.a F
O (: NA_T_ON v+_DE ? PY- , NLY3ERS 1418, 22 26
29, AND 38) . -LL ST_°.:1?-S (=NTERM=TT'ENT '-ND PE=A'-a.NZNT) ON THE 240D_°R_'_'+r
D*QST BE SHOWN ON THE VZ O. Y :P SC -LES S'r_OCiLD BE ? =NC EQQa=,S 50 E'^ OR 1
ENC-! EQUALS 100 LT OR Tr.EE?. ?QII=J71-11IIT LE
77- aEEP?= EN:' ._T_JF.. P OTOG:--_ OF W?tT_'1?TDS TO BE
MP3CTED BY •PROjE:--'.
C. -_ DEL--N T= 0N WiA? ORI??D f CONSv ,T.NT =NC's n^*_
, DE ALL D
Sr' EET 3 RELZv: N. T_0 THE -_:COF DLL_?Tc:=--ON LINE.
c. AT"_' _C.: A COP_ OF THE STOR-'?ATER Y-3N2-GM-x-Z.NL T P1N T-
7Rr.QG?-rR= J .
e . Svr?T LAND USE OF. SU LROCiND=NG PROPERTY? gu??7 /C ,S.'ller/ JL14-/
• -- A ?=--C_=T._, w . PROPOSED _ME_ CD OF SE;iAGE D_c?OS2-? AM
?
C S_avaD ND DrG:: I=' r_uT .ON L_ ;.-R --
- - -
1v02:': R-- TLA3vDS C:R Fir`. ?S CF TH U. S . ?-fz Y ITC _??=A_LT='D G_-. ?O
_) . _SSJ?NC?: CF A_ SSC_-CN 404 COR.-S C= =NG=Zv?SRS _C_?!_^_'
2) ..SUANC3 CR FiA.=v:_R C A_ 401 D=v=S=CN OF
ENtiiRCIvZ 'ti,7 (W. -TT---z'
=) ( _v '_'T-= TTy CCA-CL'= r, C.^uW -'S ONr , A LETTER ::RCM TL -
NOtZT C.-RCL_:' D7,1--S=CN OF COA.S rT =.GEM?'NT S =,T_?1G T FTZCFOSCD
ACTITITv IS
CONS=ST'?NT Fc=TF T NOR='?: C_%ROL7' COASiU 2?.ANAG `?"NT
PROGRAM.
OWNER' S/--GENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
__ AUT:-ORIZATION LETTER FROIK
TrE OWNER IS PROVIDED (18c.) )

9 zs /,9 -7
DATE
5
' - 't

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY

SUBJECT SK 1151
(GREEN R1VFi? COVE)
LOCATION BF101N 4.6 /VICES NORTH OF THE 1h17-E-RSCCTI()AV OF Sk 1142 A.ND SR IIS 1 AUD
ouT)INJC IN A UORTNERLY Vj,?EC•r'/pN ,roR A To-rAL DISTANCE of 8noo' 'To ?tfE
.ND of ,11F PFoTcc[ r,
WORK T-?TE ,?PAt7E, ARAN, a,8c,
PAVE, ANA ErS/0nl CON-MOL
WORK ORDER (o. 98 2 07q (TEMP) PRIORITY #1 RU R A L
COUNTY PoLK RIGHT OF WAY 50'
DATE
/ SCALE ,
I = l00
NOTES
50'-0"
RIGHT OF WAY
6'-0' 18'-0"
SHOULDER PAYMENT
V4 /fT. I V4 WT.
1-PER FT.
Sv01
RESIDENTIAL COLLECTOR ROAD
6'-0" • 3'--0-
SHOULDER DITCH
1"PER Ff.
S?OQE
y
0•-6"
STBC OR ABC
y ?

CLAss B
DI72N
V NER
5 0'
0
-RIO
??OgJs
0
7
tl
I 5??t?rt
R ?'??cE Iji r/+
C.H p -
N.C. WIL.Du?-E ComMISS10,1
O
0
,p/0
0
15
?_ ???rN o+oo ?
I?w
O' l
r? otOO i'??,t;y
T

N t ?I I D?? ca?1?v1 i-'Ll?fJ9 9
a

0
n
Z t00
Raw
C
I -
r3t1FF?R OoNE
9-26-
,7 fl,
- I m
CAA ss A
ptt(,g U r 0t
TI

O
510'
1 W, + MARY ELLEN "DY:io ?4
PAUL r EbI MA- TU2vER
2113 VEtRpaA'l
&6 UST-Al L? 3cD(^i oil -- x-12 35
U
a D
5 0'
0
-I?- 19 I --I-
l
FAY .Ji7OINLOU ?l 1
y? 12 I 1\1-,,j ? L)s Rol,
/NN1ANI ?c ?g3y9
2 41 0
t7 2y V-00
MT. `VALLEY EA-ET1 ?T C.HU I 1
SAL UIDA, NC,
e287'?3
0
0
S cmP?I C WILDLIFE c?;?lrii?_inN
i
l
O
s o'
0
' a D
I 1,1, , MARY tiLLE N -D-(?oN
2D62 E GAZ ?REE-r
MGU T A) GA 30A014
O
Z? f-75
FAY a?N_oJ
0
UFFER Fmr
N.
2.-

C
O
?PATTi E ??0???? ? ? s , ?..
k
SACDOE.L)NE} IROo6ti;i C.IL
a o
r
?- 6
lo I "-)w
J RC QO LI Nz t o C-,I!LE.S?«
50 ARL ter{ R}VC L ov
SALVIA NL 28T13
CARRoLL +,FA`f SACl??•!
7
SVU STATiO??1+?C? i
HEN oa QSONVILLC, r`JC. 2 5797
HA'Kb'' + I-WE T V-1 W\J TLL Y
-1 eOl -PAV- V- eLVD.
7I NN ALL'E`-•, FL 3 J lo.
0-
i o 18' ?/.It1vt i3,Z1 ???

+t 2+1?.
HARDY + 3AMET HAWLEY
a° , I' STX,- AM
i z¢ CM
510'
30 r Zo

? Y 1
L_ARIZ'( + M1MAEL Nioo ;ER ?-
VERMDN W/L'SoN
Io3 XAJNFjOW +2D.
`???f????E?U?LLE? sc 294 BE
O
ELAU A -PARiI E .e
LO Cai- ESrJ RI1?? COVE RD.
EALU!iA ) NJL Ja0-7 7
n
'PAU L F Ev G LA I N -r-J R \IE Z.
O
TAIfIE ??o?:=??ES, INC,

guFFE? ?oN?
f-?j I 14?

484-00
K F DEYEWPEM` NT' + INVEZTMEN;
sooo ?!. DC,?EAN ELVLb #80Z
12
y k
?ACV_SoIJ +aAc.QJecY,U vJALK6:Z
355 SMITH wALDQo-z -<I?.
I MIU- s PZI-N4) -;'V(. X8756
f2 -
CAUL ?. -EUCaEI A T0ZM - tZ
O O
=0 D ?S$
I LIVE HZ'o
24"CMP
"R?vl
0,
m
t

?a

'PAST i s I I Nv-l.
toy HAm-pTo rJ C,T
COLVI\Al,,js
O
Q

_?t?
a D
o'
T ST?T? o? ?OCZTN LPriZ OL} Mt?
0 4 CMP.
116 .
5? t 7
CLASS A
P1 7-(-q LINER
LAP,R*y a- MICHAA -L NIoD EZ 4-
vEQ? b N W i LS?tJ
!3
STATE o 1F No'?TN CA OLI WA

K/F ??vt?o????1T t ??ly?,rNttrt?
J2 i DIVE HLO 12
31o" cm? O
5 0"
Ia D
BUFFER zoNE

31-AT ?: 0 q=
ND,ZTN 0rkZ3i-{Lp

50

r -v?

70+00
+011.3 Z i LIVE HID
24„ Cm?
STATE o F
NP-T4 CAROLINA
O

a -'- D
.y ,

510'
Bur??Ei;' ?oNE
T?4
784-00
STATE o r
Y D-;,KT;A C t? l7 L I i? -
STATE ?-
?o`? ? ? 1.A-k..OLi?I?

510'
POLE DATA MPN 61-63447
PROJECT 1L?1_ ?C ?EI?_1lYG ??f )COUNTY l?-------------------------- Sheet ----I
OWNER OF POLE LINE L_iZ;nJ------- ----- - ------------------------
----------------------

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTER MOVING

`E
NUMOER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
+440 1
?

' ?- 3 S M --35 ' / 3 2 If Mw -Ps iF--z 19,01-9
?-r
t o OK ow-ER

r 2 4- -' - / / Z 5 N1nv c "P (?v?1 ``c ^ a --
4 9 ^1 4 GQ' c7 ?. -POWE-K -PbLE /
f ZS? 25? 35 1`1oVG -FQ4EZ-'FtL= LE'
-a L 1;

I
% ?f

MPN
POLE DATA
Sh
PROJECT 7zlUt1??)COUNTY
J -----
-- ccll ??'1`1l mm-r. Tye ?. _P O 1 --- -c_ ?l ---------------
PIPE SCHEDULE
PROJECT: )/s/ l REEK ;W62 COUNTY: T04-k SHEET OF
tout:)
STATION EXISTING PROPOSED REMARKS
DtWETER LENGTH SKEW QLAMETER SKEW
+US 3(o " 1 ??o0 CMP I' 3-tkFAAM L4- 7 W-
?4-G)0 &1' p/ o ° i 71
L117 -s
05 181, -Ro' R: a _
MP
'3)+a5 Ito 11 35' D° ivl nz AM L?- =29r

Sl o 'B, t t t i- - ' STz.4Nl 9 ;c,?-,
" o' qo °
,
CMS ' t 1 0 Z-- 7R7-
5-51 t? bll O1 o ° -P ' - T 7/Z P,
t Z? ?1 01 ? ? -
7+ 10 Zq o f o v 1 , V6 r1, 0 1-7- >
?o? 00 z '' mo0
'

CLICPIEL7
R:r qL
MOU f3,N ` N
LAKE ADDER
1
O 37 2w or
' v
• IJIi
I MCCRSw I_55 2.2 v / ' 3'?!? \ I t
IXA v/ -
?:? I 13F- . A
t' IsC 313 _ 6 ?I (S.\ t :.
V n I R ( I?pi ?\-J J 3 B `? \ `?
%
'I /-' ' _ /1iy^ 116: `1138 S a"N `Y? \
131
r 1 \ C?IMNE'!
i „5a /' , rh?f TOP Cyln \ _
l4w Wit S"
\ I - EL_v?.-?3..102
1528
1563
TRYON Pr
E_Ev. 3._'3: •? c - I /- I:
. / ?E. 1 153 ?' c -A . -:. \ i.3 .
r115 7 -72-
Z
y
3r W W,!
OA ;,ta PC'. 727?
r`-ELEV17A9b
75, T T_? S / ?'M<N 1 Vii{ ?\ t,y '•_23A
j / 6• valblb \\r T'. RIVER \ \ ^? 0 \ c x` \
I
N
PROPOSED
° IMPROVEMEN
FOR PAVING
SP?. //5/
POLL COUNTY
NORTH CAROLINA

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # NscriQjion Symbol
Pipe Outlet Dissipator ......................... 000 0
000
0
245.03 Temporary Silt Ditch

245.05 ----•------------
Temporary Diversion --------•---• TSD ---
893.01 Temporary Silt Fence --------
890.05
245
01 Temporary Slope Drain with Earth Berm ?- ---
...••.---
i
Silt B
T
A
. as
n
ype
....................- -..........
--
- ------
PA
245.02 Silt Basin Type B ............. ..
892.04 Temporary Rock Silt Check Type=A
895.10 Temporary Rock Silt Check Type-B ............ )10 - ------------
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock Sediment Dam Type-B -_- -----------
°
897.01 NO ___
Rock Pipe inlet Protection -•._.._-.__.:•.-:_:_••__ ?
O O 0
_ ea
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" ............... . 0 0C 00
Ditch Liner Class "A" ........... . x x x
xxx
Note: Type B Silt Basins will be used in conjunction with A Terrporary Rock Silt Check -
Type B unless otherwise specified.

A
?E
co A
CA m

6 -M S131inO 3dId 1'd dVU dIU a0d 3uIno
N HOA JNIMVHO OUVONV1S HSIl9N3
x

u n u
N Uf rDi
. :T
A A D
T
W(Wn -i
o

H

Do m
DM•p

D T
v>? C
-I y
m
r n
m m
cc
z r.-.
I r
n
r
cn
m W
vi
•

N Z Z

=m=
= D
D

cf
=° v
M o
cnm+
m - -i m
I
W-
= 0

=
o
0 -I
z
0
oz m
Z
.v

rD

rTi
T
D
AAT2
rr00
= N i 1 D D D
ym
m
to m
D m
D D

D
= A
H D r
v +D
T

A N
D
D D O
TD
Z
'
V
---
D
C
? ?0
000
° 0O(n
m
W
ca m

X
N
M
m
o T
C r
-•{ y m
r mD
M 0 >
N
D
H Z A
-I o0
O w
v
N
..i
2
? t
Z
DA
x
v
V
N Q)
O O
O (JI
A A
O A
N
- W
c
1
O
W
A
1111-
W
1 ? -+
I -+
N
°
? A
N ,' ; O7 Ut W N N Z co
W
W m
T D
W N N
V
N m y
V OD -. A O a 9 0
0 v ?

r

0
co
V
D)
?
W
N
W m
N V W O co co co
(n
W
V
„?
r
`L
D
W Q

co N

(71
1a
A
co
N
N
1
1
V
A
W
N 1 .. A
x
V co O W W O (JI z
Z D
co
H

CD -4 0)

N

V

W ?
D
D D
D
T
A (D (n m O ( O CT O

i
V
(A
W
N
+

i
O A
ti
y W
t6

N
N
-+

i

V

O

A T
D a

v

O
DD N W -
. n
r

O W A W N N j j V A W N W A
A A A W OD N O .? D O
(n

N O
H
N N V A N
co V W O N s Z _
W
M

O

V

D

O

A T

D
D
) 0 V W O W V N D T
A
A
X
v
00 m ENGLISH STANDARD DRAWING FOR 7-95
STATE OF
co GUIDE FOR RIP RAP AT PIPE OUTLETS NORTH CAROLINA
DEPT. OF TRANSPORTATION
O ° DIVISION OF HIGHWAYS
N RALEIGH, N.C.
'O'N 'HDII d
S,IVMHDIH JO NOISIAIO
NOI1VlHOdSNVHl d0 '1d30
VNI108VO H18ON
?-? d0 31ViS
Lao
SILK' BASIN TYPE-B: '
A silt basin type-B is a temporary basin built to collect sediment flowing through a
inaga way. o
The silt basin is built at the base of the ditch with its Ienath being at
1, 2 times the width of the basin. The type-B silt basin is generally built in
?...-njunction with temporary rock silt checks and other devices that control or slow
L,,jwn 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 tem or
p aryrock'silt checks and other devices used in
drainage ditches.
DESIGN CttIIERIA: '
0 See Silt Basin Sizes Typical.
23 March, 1992

Silt Basin Sizes
7?
21
Silt Basin - 1
(S.B. 7)
3
14'.
2 ?I

Silt Basin - 2
(S.B. 14)
r \
E> 5yrn b-
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
2T
Silt Basin - 3
(S.B. 21)
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.

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.

IV% UUN-Ldri
o T NOI1d1Id1SNI 3dId J0 UGH131M
-L a0J JNIMVUG OUVONVIS HSI19N3

0AV1IU'9J111 MU 14UlJIAIU
NOIlVIUOdSNVd1 d0 '1d30
VNIIOdVO HIHON
IT-7Z JO 31VIS

z •°?
.•17
O ° 1
m?
D I
S o
.n c ° 1
C ? o
Z ?
O pi
H Ig
O ?
Z m
2 m
A S a
99,
mys
r
y T 11
?°f8
y •-1
N =
-1 m
it g
O
It
r
II m
y
.I I =
° _' III
o ? l
m G
K
m O FI
g
z a it
cn °
C 111 r
H
It LI till- 11 :11 -111
00 i
m lu \ \?I
? 1 it \
m o °I ?
? •° o lil ?
D v =
r a. 111 \'
O III \\\\\l,
c
z Ii
O
D n
11:111:11= =tit
Z II

1
i
i
i
0
T

r
co m ENGLISH STANDARD DRAWING FOR
STATE OF
o ~ METHOD OF PIPE INSTALLATION NORTH CAROLINA
METHOD 'A' DEPT. OF TRANSPORTATION
O -n DIVISION OF HIGHWAYS
RALEIGH, '
m n.
x o c II
9 ? ? S :? ? C UI
In o ~ o
7m ? ? C
m o z it
° ? D tml?nj
?1 w m m ~ 1'
T ? ° O III
°vi m = Z -
my• ? c II1
z
...??' ocr? 11
m K 9 K a \
O o D 7 11
m y m
= Try -
> -4 O
-mZi ?p5 ? ,? Cv-i
> to T
yy a222 =
'+ m N
V
y w
Qm
. H
~ Ip M O In :11
DOi 111
DC4 D 7 I A
u, W -
p o O m
C o o=
?^+mm m°mi = mto y$ m ZO °III
ILA
mm,
9?mcc,0>0 in o??o ro 111
9m wy Nf" -?
m9<
z T c m m ?'?
cc y?f°W m F°-0io O O I UI.
mw >,y y0 T m ma Z r_-
Km ?s a2„ m T mx °" Z II :III
?
`
2y RI
r >.m-.?j O
my pw ri faAA ?^ r O
AN F RI Z? z>(a? y Tr Tm
T? Ry r r O JJSCC((t y N N N ?? 9 r
20 Om XSw r r y?.r r
y mD
Om =m Pgr as 9y y
n9 TpTp O.+y
G>9C fY=° >X QI
mm y m m K
m0 TLS NCj ?n mr O m
°m y0 NI?C C, Cyr al
N p
_ y C >'n N m fm'1
>K OO ?09 00 N? y C
yM < < > M
inm mv° mi2Z -. °' ° '-• m D II1J1
on m CT co m QJ c;
m<ro o.?+< mn? < Cz m ?111
my rM mo "/.s mx T ?lll
i {yc- I ° o
y22 w2" 5952?49R0= Ny T D
ry. ^9' o c a' 25 is "' T 9 ? m Ip
>c'ia rv ==m
TCIm ?? a ??-1 c?I
mm y n«Z co a D
m?So?T y ? r •tit
°-
?Z>
zill
eo v
.CIE
iv Ar s=g z D c.
ry c. ,",yam z ? li III
O H
Z
?? I I 11?
O A
o g
O 2
JI o
m
O
I= I
O 9
- r=1
a
a
n
n
t
2
0
O

.D
11 ?1I I X11 a91' 1 ='

t•"1
O
ill \
O I
o m T. I
,
.°?

r H
Z O
z
v o
•° III
•° In
° '

o
r
?7
? .
'• ,
UI
m ., <
z

n O
Z III \

7
n

00
m 'O' N `HJI3
On ~ SAVMHDIH 30 NOISIAIO
NOI1ViUOdSNVUI d0 ' 1d30
dVU dIa ,8, SSVIO H1IM MOM 39VNIVaa VNIIOUVO HIHON
HOd 0NIMV80 ouvaNV1S HSIlON3 c _ d0 31VIS
vAi mm is
° m
m z
cn c
i ?
v ..m x m 9
D
- m -i m z
m am o w z
o
m O? ?cn D
a zD mDr m
r-
O mm ov
z 1; m -Im w
+ m m
v z0 00
r (A
m O
C O
z z < -4
m
mm -I
Vi
s x
ma y
m1
zo
cn " m
z U)
ci m
m cn
x
? r
9 W
D m
D
N fA
T
c
H
v ,
o m -n m
.. m m H m
? o D
3 O Z
C Cn

v m ca
I? o v m N
S I n Z
G
m r I
0 s
m m
(A n
2 -'

s O
o ?
n
x

co

m

ENGLISH STANDARD

DRAWING

FOR
7-95
STATE OF
co DRAINAGE DITCHES WITH CLASS V RIP RAP • NORTH CAROLINA
DEPT. OF TRANSPORTATION
O T DIVISION OF HIGHWAYS ` .
?' ? RALEIGH, N.C.

A Y
4 `HOI3lVU
SAVMHOIH AO NOISIAIO
NOIlViUOdSNVdlJO •ld30
VNIlOUVO HlaON
JO 31V1S r-i
?t
1
W
H
y >
CL
O
O
w ~
a
m

Y
2
Q
m
LL
O
CL
0

Y
2
Q
m
LL
O
0
w
2 H
H >
F-
z
? O
LL
f
M
J o=x Z tOpZig:
Q ZF- wZ O 1.- zZ m<0 w
= Q a0 F- •Q? W QxJ o
cl)
0
m O F- Ii
Oa z
z
F-
O -Qwv m 0
W H? 00 J W 0a LL cc -j

ZU)MX" C 0ccmQLLJ 0LLJQ

Z
<
z

f'
00_ 0cc w x0 cc U) am r? L)
F- cc LL. a F- J F- x = x w m o°
0Lua) m ZLO JZ F-UJ 0 U)
cn0F-O 0 Qozwaoz
-iir< LL U xC)0ZLU O u1 ?
QOJQz .. CU) F-000LU

mLLvaOw? F-Z w F- Z>
O O
M z m z clxmcnm O ° °C
F-LU LUF-0= W wzf-w O wm niL 0
co
m Q
Q
(L
F-
0 0 0 Q to U) "
0
mF-CC Jm= U)0JLLQw fLXJ x
LLIF-U) -iH QwJz UF-QJF-F- - "

F-U) ZQZZJ(gQOCC ?-+ZMQLL CL

?- ?
O w0=000 x F-000O x w
z MOMOF-`-' OW LLCLO U)+ c Z
0
d
Z
0
ww
0
STATE OF It -yu ENGLISH STANDARD DRAWING FOR
NORTH CAROLINA ROCK SILT SCREEN
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
N33a0S IIIS N30H
HOA ONIMVUG OUVONV1S HSIION3
T
O
co
M
co
T
O
ca
M
m
T
I. fr
Typical Section
ShowL1Q Proposed \Vork. Erosion Control - In Huffer Lone
Proposed
Slope
No Uradinc, to
be done on cr tk
side of exist---n2
roadwati°.
Trout
Strawn
BuiTer
Zone
1l
Existlll
Slope
Grade_ Bate. and Pare Proposed
tC,ut. Sidc
Bean shall be consimuctcii on si?c m:"i,-r anti will nlilLltiu -,d (llioP.giioiit
construction. Tl:e road,t. a? is t '_,e sloped to tl? cut ;ide vvh;,-re ?o;;ib1. if ,t
possible, wa7eI +F1 I be trLn ilovm ?;iOpe jYJC or ;ti>il_ ..ed "I Ic' ;.