20140648 Ver 1_Application_20140626

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BLG.IN PROJECT 17BP.7.Ii.60
-L- 57A.10-t 45.00
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ROCI�II�GHAM COUI�TY
LOCATIOIV: BRIDGE #780053 OVER BELEWS CREEK
ON SR 1114 (�NN RDAD)
TYPE OF WORiz: GRADING, PAVING, DRAINAGE, F� STRUCTURE
W�iLA�J� �f�i� ��aF��ACE W/�`I,I;la IMf�ACTS PE(�MI`f
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LL�2� Cf7%k f� ItD
N01'G: CLLAIUNC ON THlS PItOJEC7' SHALL BE PERFORIIED
TO THR L7MIT5 L•STf1l3L7SFlLD OY AfODIP7ED AfETHOD 77.
TH7S PROJECT IS NOT IVITHIN A AIUNlCIPAI. ROUNDARY.
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� END BRIDGE
� -L- STA.12-65.00
BEGIN BRIDGE �
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PERMITDRA141NG `j.��. �7BP./.R.6O -�
SHEET 1 Of 4 ' _ __
17BPJ.R.60 P.E.
17�P.7.R.60 R /W & UTILITIES
178P.7.R.60 _ _ CONSTRUCTION
N 5�
�n'1 $�
DLSIGN &XCEPTIOh' :OR VG�RTICAL CURI'E IC-['ALUES,
HORIZONTi17, L'URVF.S �ND 57'OPYING SICHT DlSTANCLS.
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PROJECT 17BP.7.R.60
TA.14 +20.00
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PERMIT DRAWINGS
SUBMITTED:OS-20-2014
sueMina� � �i�9Ri
PRPI,I�I7�.\R�' Vl.:\V9
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I SMITK-ROWE, LLC
I �`I/+�:al� Nr = a �ta;,Lc.
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GRAPHIC SCALL`S DESIGI� DATA PROfECT LENGTH PIr1NS PREPARP.O FOR THF.' NCOOT BY: HYDRAOLICS DII4S70N OF HIGHI{'AS'S
STU/RALPH {VH/TEHEAD ASSOCIATL'S�INC. ENGfNECR STi1TF, 07' NORTH CAftOL7NA
900 IPert Trnde Sr., S�r. ]I5, ChaHoue Nq 28201
10 0 20 40 i1�T 2��9 = ��0 NC Licerue A'um6e� F-0991 -��
-, _ _ _ .. . LENGTH OF ROADII'AY PROJECT /7IIP.7.R.60 = 0.058 hllLES ..
�' I�� �__-�" .. . � ADT 2025 = N/A zoizsra,v�a.eo srFCrs�cinoss �
PLAN$ DHV = N/A LENGTH OF STRUCTURE PROfECT UBP9.R.60 = 0.0f3 hULES £
20 10 0 20 4o D= N/A 7oTAZ i.E'xczti OF PROJGCT DBPJ.2.60 = 0,07lAULLS RIGi(T 0� 6'AY DATG: KIT A,_PERSIANI, PE Sfc�N�:-��-- --- _
no�ivAr
PRO/£LI E\'GP'£ER �
.�l_i���-� -- I T= 6% MARCH 7,2012 ULSlGN
PROFILE (HORIZONTAL) V= 35 MPH LNGINGIiIi
g 2 0 4 8 SUBREGIONAL TIER DESIGN Ncooi coNiACi: VIRGINIA hv�aRY LETTING DATE: ETHAN P. WRIGHT, EI
I I.I �� -� _ � I FUNC. CLASSIFICATION: Tmnsportation Program Manogemenl Unit �RCH 7, 2012 +'ROiFCroas�csen _
PROFILE (VERTICAI) - LOCAL � - - -- °t'
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I_ fdON SiA.➢f50i0 SiA.lESCO-6U {RO.A 4A11+95i0 [e-mail] �^" .` Cau'd�l>t,p b]Fl. �
RMANENT CHANNEL IMPACT vconi su iz+az ro s.sta.es -i- n fzo � sre u+so *o nwn.ss �- cr
FAO 4,11]+dSID SG.1]�CO L-Lt �
STREAMBANK STABILIZATION `_� � s•• ���`�•� s�°"•,� �°i Z
i8 PAP FNDANKMfNi
20 LF - 58 SF TOTAL r+orernon �,p �����K�; �+; i9
s[eo[rni�ss ramernoe� IAATiHE14 C.l.'�OOREFlEL�.
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LEG�ND °-
L�ILLLLI� DENOTES TGMPORARY � - -- - -
� IMPACTS IN SURFACF WATPR J60
�DENOTF.S IMPACIS IN PERMAN@NT Cf�IANNEL IMPAC
SURFACf. WATLR � STRF.AMHANK STA6ILIGATIO
� 15 LF-30'
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x oesicu excePrior� FoR vERncai r.uh�e rc-vaurs, o0 oae Pc ,�s
HORIZONrAL CURVES AND S70PPING SlGH7 O/SiAIICES �_ v
�
755 RECrr� Pko�ECr i�ar���,so
-1 - 5(A 10+•JSD'J
fL �� 744.55'
750 Pi = io+do.00
EL = 744.95'
VC = 60"
xY, = 30
DS = 25 ElPil
745 �
EXIST '� (+112333% (+j3266
f+10.7330% I
740
735
BEGIfJ SPECIAL 0I7CH
srn u+so -�- Rr
e�=�ai.o�
-�- sr� ro+so.00
FL = 744.58'
10+00 10+50
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SEE OEi" "`
Y-0 PAP ENHnNrl.Pli
CHANNEL IMPACT sFE'SE{`.110;
CHANNEL CHANGf:
i'� i F- _ �� SF
eECir� sRr�cE
PI = 1/+70.00 I
EL = 747.99"
VC = 80'
�'K=33
OS = 35 G!PH
�+13266�� (t10B526%
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�EXISTING GRADE
-PHOPOSED GHAOF
. !-J 0.40%-
�py .-.'._1=��3'>0-.:-_
-r
U�JCLASSIFIED SlRUCTURE
EXCAVA7/0,"! SEE STRUC7URE
PLliflS liYPJ
�Exisr eR��E
\ ITO BE REdlOVEO
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QECir� sPECia� orrcHJ � � �
STA 11+50 -L- LT "-- �
EL=740.82 VPl SPECIGL DITCH
STA //+95 -L- LT - . l-1052'/,
EL=740.60 CLASS ll RIP RAP
VPl SPECIPL DITCH 15;1(TYPJ
STA //+95 -L- RT EIlO SPECIAL DITCH BEGIfJ SPECIAL DI7CN
EL=73984 S7� 12+00 -L- LT 57A /2+32 -L- LT
EL=7S0.58 EL=74/.00
11+00 11+50 12+00
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�'1 e?co I � ao.00s( TEMPORARY CHANNEL I
"l T TO EM1S�iGG SLYFNA
� ��ass woiro� CHANNEL CHANGE
'`0i" " 70 LF - 65 SF
IMPAC7
CHANGE
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EL = �74951'
VC = lOo
xti = 70
OS = 40 I,1PH
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EYID PROJECT 17HP7X.60
L STA I4+20.00
EL - 750.93'
LXIST , _
.� 0�700% __---
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END SPECIAC DITCH
vPi saEaa� oircr+ sra i3+oo -�- tr BRIDGE NYDRAULIC DATA
srn r2+ss -t- �r E�=��2se
EL=742.48 EPlD SPECIAL DITCN - OESIGlJ DISCHARGE = 750 GFS
I j�� �STA 13+40 -L- R7 OESIGN FREO'JENCY = 25 YRS
EC=74226 OESIGIJ HVl ELEVA7/0�"J = 743.5 FT
�--"-"�--- !+) 0.48% EflO GRAD(' BASE DISCHARGE _ IIOD CFS
o- - - ---
-L- STA l4i13.00 BASE FREOUENCY = l00 YRS
�(+1957% VPISPECIAL DITCH EL = 75076' B�SF HY E EVATlO'J - 79374 F7
760
755
750
_745
2 • ' sr� �3+00 -t- Rr �
� ` r+� osoz �} �Z� ovEnroPPiuc oiscrra�ce =>isoo cFs
� EL=74/.87 Cd�ER70PPlflG FREO✓ENCY= >500 YRS
�� BEGIfJ SPECIFlL 017CH OVER70PPIPIC ELEVA7ION = 744.5 Fl
SiA 12+9/ -L- RT
EL=74/.00 B,"dl
BEGR! 4'BASE �- El✓D 4'BASE LAT DITCH -L- 57A-l3+84.48 DATE OF SUFVEY = 2-15-13
sra iz+se -�- Rr
LAT DITCH 59,4YR7
STA 12+54 -L- Ri FL=738.73 P/S.ELEVATIOi!
�,-END SPECIAL DIiCiI EL=737J3 ��P�9[3ASE LAT DITCH ELEV = 746.08 , q7 OA7E OF SURVEY = 7375 FT
� 57A 12+37 -L- RT S7A /2+76.29 -L- RT
� EL=739.52 � EL=73724
12+50 13+00 73+50 74+00 14+50 15+00 75+50
740
735

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\ UifYld M Oi01 SiM0A10 N' OIICH UtEIIA_ N' OrtCH R 6\GNEER u fNGI1.EER
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tY]FIII _ _T. �_�qp�350 il-3 6 .. ' .
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!� ,� RENN F�?D PERMANENT CHANNEL IMPACT fao�� swu.a:ro srx�x.es �-�r fzon sre.u.svto s*xn+cs �-x* . �
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�T_ � � e .�. LP 0.AP WLJIKA�FN1
o?nu � n-x nveau-- JW 20 LF - 58 SF TOTAL see°oeiw°is crwunar�u.�Er:r i9
w� Pxo.erno�, �.�aTrnEw e.���ooaEFiE�o, - BRIOGE '780053
St[ oer.m ya DETAIL 4
BRIDGE SKETCH �U \\ and etlfe. A!ICHELLE C. td00REFIELO zir nnv n� u�.eu;¢�[�n r -----
OEi4.IL SHOVfiNG BL�Gf Rf1APON5HiY FON -L- OVER BEiEYlS CREEK Si� V DIICH �g IZ]I PG I$4S Iroi. . J I PE'�M�T �RAWING
-PoCL'd')IP pAP p y� I� SHEET 3 OF 4
O B SEi �ETAII Jl +]6.00 � �"
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IMPACT$ IN SURFACE WATER . 36.o0/ .ai o � esoo m�� \� � �-eD F�� _. /9� O (.-:; e a;��`��
� DENO"fES TF.MPQRARY - - - ' roe- . . . >A \ - „
i
� � � 1 � POE-r I - . E'
_ 1 ./ � � QO on v�ci e�ev - �� � �
PERMANENT CHANNCL IMPA�C7 / J +0000 '" ` - �
DENOT[S IMPACIS �i� roaEQO a oo r � Pp � '� sttottii� �v . , j`�
��:;!�!i� STR[AMt3ANK SfA61LIZA710N�' , U� = � 10° '- \ � "" �
V////�lLl 76 LF 30 SF -z�is' -o I' ��o.00 �,...�'i000ioex� .- o�...�� u.o ����
� V.VV__.- �r.eev_ novoircrv / + 1\ i+s000 ool ., . .. „r .e xi.
SURFACE WATER � � 30 -
r_``�a�° c � 1,\ <-a.�z � QS� oM fp 69Y S HANNEL IMPACT _- -�, " i'.
PFR%/�/�NENT GIiANNEL IMf A�T s�A vA� `. r i 's=.e o-r�„ , snr�e me�n I � rza � L"�> 6�"
oiroi � c_ e�
iP iAP SEE � � Sin.l]+SA i0 SiA.1N9B -b RL
x oesicr, ExcEPTiov Fott vEftnef!. CuFVt- K-��n�uES, oa oae Pc 7as sFE oF� � � � o,�„ CHANNEL CHANGE I �. �
�HORIZONiAL CURVES AqD SiOPPING SIGF(T DI57NJCFS� _ RP PA° E1e'�'�"'' � - .
C fzoiECrou
EE DEfPIL .'
CHANNEL CHANGE
17 LF - 32 SF PERMANENT CHANNEL IMPACT
CkIANN�L CHANGE
760 46 LF - 277 SF
760
755
750
745 �
__-__-_
EXISI
l+/0.7330%
740
I 735
10+00
-L- STA.lPr95.r� Ef10 PROJFC7 OBP.7X.60
EllD QRIOGE -L- 51�A I4+20.00
'GI ,' PFOJFC� OBP.i 250 -L- S7/� 12t65D0 Pl = 13+60.00 EL /50.9:f'
EL- = 7�i9.51' -
- S7A IO+qS.00 UNCLASSIFIED 57RUCTURE VC = l06'
= 7^�iSS F� -��'����`� EXCAVATION SEE S7RUCTURE '"Y = 70
� EL = 74789' OS = 40 EIPH E%IST
VC = 8d PLAYlS liYPJ
Pl= l0+80.00 >:K = 33 EXIST QRIDGE -(+)7_7700%�_----
£L = 744.99 OS = 35 l.!PH TO BE REI,IOVEO
VC = 60" �+)236b�i�
(+J0.8526% _ _ _ - --- -- ---- (+)OB52o'%
Fh - 3� �+)32067% _ _ ___"'_
OS = 25 AIPH -_______-- I I Eh'D SPECIPL OO"CH
� --------{ VPI SPECI�L OIiCH STA 13+00 -L- L7
___
-.----- f"" ' S7A 12t65 -L- L7 EL=742.°5
�+)32667% -- EL=7ti2.>t8 EP✓0 SPEGAL DITCH
(+ll2333% EX/SrRJG GR.4DE I ���. 57A /3+40 L- RT
PROPoSED GRADF �- (+� �'37�-- � CL 79226
! 10.40% ... ,10 �. / . .. l+10.�8% __ _ _ EIJD GRAOF
I
BEGR! SPECIPL OrCH ^(-1049/ / L �n� �� p -L- SiA l4+13.00
STA 11+50 -L- R7 //27gj;-_:7 � l , -�l+1957% VPISPECIAL DITCH EL = 750.76'
EL=741.03 � -- ��-�� ,� q2' S7A 13+00 -L- R7
8EGlfJ SPECIAL OITCH `� � +��Z EL=74{.87
STA I1+50 -L- LT � � � � l+1050%�
��� BEGIN SPECI� 017CH
QEGIf✓ GRPOE EL=740.82 �� � � 57A /2+9/ -L- RT
VPl SPECI?L DITCH EL=79/.00 g,��/
-L-.SiA (O+SODO . SLAIl+gS -L- LT f=1052% EPlD 4'BASE LA7 OITCH-
EL = 744.58' EL=740b0 CLASS ll RlP RAP �� QFGIP! 4' BASE -L- STA 13+84.48
LA7 DITCH 57A 12+88 -L- RT 59.59'RT
VPI SPECIAL OITCH 15:1 f7YPJ EL=738.73
57"A 1I+95 -L- RT ENO SPECIAL DITCH SrA 12+54 -L- RT
QEGIN SPECI� DITCH Ef10 SPECIF�L Dl7CH VPl 4' BASE LAT OITCH ELEV = 746.08
�EL=%39.84 SiA �12+00 -L- L7 STA /2+32 -L- LT STA 12+37 -L- RT EL=737/3 57A /2+76.29 -L- Rr
. EL=740.5H EC=741.00 EL=739fi2 � EL=73Z24 .
BRIDGE HYDRAULIC DATA
-0ESIGf! 0/SCHARGF �750 CF5
OESIGN FREWEIlCY 25 YRS
DESIGIJ M° ELEVATlO�! - 7435 FT
BASE D/SCHARGE = I100 CFS
BASE FREOUENG% - l00 YRS
BASE h1Y ELEVATlO7✓ - Z43.74 Fr
OVER70PPlfJG OISCIlARGE _ >1500 CFS
O✓ER70PPIfJG FREOUENC/= >500 YRS
WER7�OPPIflG ELEVArION = 7445 FT
DATE OF SURVEY = 2-15-13
t'/S, ELFVATIOH
AT OATE OF SUFVEY = 7375 FT
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 74+50
75+00 15+50
755
750
745_
740
735

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STA'fE OP NOR1'II CAROLINA
DEPARTMENT Ol� TRANSPORT�1'I`ION
BLVE2LY EAVIsS PERDOE FUGENF, A. CONT[, JR.
GOVLRNOR SLCRF,T.1Rl'
November 14, 2011
blemorandtun ro: Pam Williams, Transportalion Program Managemeut Unit
Jerry Parl<er, Division 7 Gnvironmental Officer
From: Jared Gray, Environment2l Program Consultant
Nalural Gnvironmcnt Unit, Biological Surveys Group
Subject: Protected species habitat assessment reporl Cor thc Koanoke logperch
(Percrnrrr rex) and Jamcs spinymussel (P/etn�obenra collinn) for the
proposed bridge replacciuent of T�ridge No. 53 over UT Belews Crcek
on SR I I 14; Rod<ingham Count��: llivision 7 Design Build Project.
Biologists fi�om the Biological Surveys Group, Jared Gray �nd Neil iA4edlin visited
the project site on August 1 S, 201 l to surve}� for the federally listed species: Roauoke
logperch (Percinia rex) and James spiny mussel (Plerrrobenra collinrQ. The project,
replaccuient of Bridge 53 on Renn Road (SR 1 I 14) in Rockingham County (36.2742, -
50.0167), crosses UI' 13elews Creel<, 1 tributary to 13ele�vs T,al<e of the Roanoke Rivcr
Basin. A revie��v on August 17, 2011 of the North C�rolina Ileritage Program database and
Arc GIS sl�ows that there are no records for Roanol:e logperch or .iames spinymussel.
Bele�vs Crccl< being dammed iy> to create Bclews Lal<c �vould prevent Roanol<e logperch
and James spinymussel firom occupying UT Bcle�vs Crecl<. Therefore the biological
conclusion for the replacement of Bridge 53 over UT Bcle��vs Creck is No Pff'ect for
Roanolce logperch and James spinyntusscl.
Principle Investigator:
Investigalor: Neil Medlin, Cnvironmental Program Supervisor lI
Yermit: NC - 20I 1 F,S 30
Fducation: M.A. Biology, Appalachian St�tc Universily.
B.S. �3iology, Appalachian State University.
C�perience: Environment�l Specialist/Supervisor, i�lCDOT, Januar3� 2002-present.
Enviromnental Biologist, NC llivision of �Vater Quality,
June 1990-Januar�� 2002.
Environmental Biologist, 1�L Department of Euvironment�l Protection
August 19S6-Junc I990.
Bspertise: Fresh��vater fish and benthic macroinvertebrate collection and
identification; aqua�tic habitat evaluations and fanetion; biocriteria and
biotic indiccs evaluations; Gndangered species (terrestrial/aquatic) surveys
and assessments; permitled ta survey for State and Federal Threatened and
Endangeced mussels and fish.
M19AILING AD�RESS:
Nc oevnairreNroF ranusaoRlnnou
PROJECi DEVELOPYBlT AGD BNIR0IULENTAL ANAlYS15
1548 P.1All SER\9CE CB�iER
RnLEIGH NC 27699-1548
TE LEP f 10GE: 919-707 � 6000
FAX: [phone]
WE651TB LNWLI.'COOTORG/OOWPRECONSTRUCT/PE/
LOCATION:
CE!lTIIRY CEtli[R, BUIL�I!:G B
1020 61RCH RIOGE �RP/E
RnLEicf� NC 27610

0 0.5 1 2 Miles T�T
i � � � i � � � i 1 V
Division 7 Project
Replace Bridge No. 53
on SR 1114 over UT Belews Creek.

NO SURV�P REQUII2�D P'ORM
PROJECTINTORb1ATION
Projecl No:
1VI3,S' Nn: 17I3P.7.R.59
Rd. Nu:
!%edertd (U.SeICG) Permit ltegi�uerl?
Project Uescrryliai:
Profec( Yrncking A'o. (6Nenml Use)
__'_'_"_'.'_'_'__. ____'._l
11-08-0053
Canr(v' Rockingham
Docr�ment: PCE
Fmidrrtg: � State ❑ Pedernl
� Yos ❑ No Yermrl Type: N�VP 3& N WP 14
Replace Bridge No. 53 over a creek on SR l 114
SUNINIARY Or CULT'URAL 1ZL;SOURCE5I2�VILW
13rie/rle.tcriptiar ofrenieiv activrties, re.ctd/,s oJ'revieir, und cavclrisio�+s:
Review of HPO quad maps, relevant background reports, historic desi�nations roster, �md indexes �vns
widertaken on September I, 201 L Based on this rcvic�v, lhere �vere no existing Mt, SI„ LD, DL, or SS
properlies in the Aren oC Poteutial Gffects (AP�). Aerial photographs and HPO GIS indicates Ihere is �
modern house built in 199) in the APG of the bridge project.
BriejE.��plmrrrtian of iv/ry lhe m�nilnGle i� formnlion provide.r n relinble Gasis fa• rensm�nbly predicthig
!ha! Ihere tu•e no irnic(eitlifred hrs[oric properlies t�t (he APG:
Using HPO GIS websile, Rockingham Tas Datn, �nd Googlc Sheet view provide reliable information
reg�rding the sh�uchu'es in the APE. These combined utilities are considered vnlid for lhc ptuposes of
detennining the likelihood of historic resaurces being present.
SUPYORT DOCUNIEnTATION
See attachcd: Maps
TINDING BY NCDOT CULTUI2AL R�SOURC�S PROTlSSIONAL
NO SURVEY IZE UIRED
'•A'n Survey RepidreJ"/nrn Jnr,llvim 7'ron,�pnrmtlm� Projeos nv Q¢af jed In J�r 7007 Pragrn �nnmia dgrzemeril.
.4�C�OT ArcLnrologv R� Hltmrie dr<hTOe mrv Orwrpe

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Projec! Trnrking No. (Li(eninl UseJ
C11-08-0053
NO PREHIST'ORIC OR HTSTORTC PROPERTTES
PRESENT/APPECTEA PORM
PROJEC'P INFORMAT'ION
Pr jec[ No: Str. #780053
It%IiS Na:
F.,9. No.
1713PJ.R.59
na
Ferlern! (USACEJ Pei7�ii! Reguired?
Cofa�/y:
Doe�iv�eul:
FuuAiiig:
� Yes ❑ No
Rockuigham
PCE or Iv[CC
� S[ate ❑ Fedee;il
Pc�7nr[ Type; N WP 3 or N\�/P 14
Pr jed llercriptio�r
NCDOT intends ro replace Bcidge No. 53 ou SR 1114 (Renn Road) ovcr nn unnamed tiibutary oFBelews
Lake. No preliinina�y plans �vere available at the ti�nc oE revie�v, but a proposed smdy axea roughly 645 Fect
(nencLy 197 meters) bng nnd 150 Feet (nearly 46 meteu) wide, encomp.issing nn axea of roughly 2.2 nctes
(:i6uut .9 hectares� was proposed. Foc the purposes of tfus re��iew, die sn�dy area �vill be considered tlie
i1PE. Cucrentl}', ��o ne�v ROW is anricipated and a� ofGsite de[our �vill likely be used during constmcuou.
Temporaiy constmction easements u�e possible and a US Army Corps oE F,nguieees pern�it is expected to be
required.
SUMbiARY OP FINDINGS
Tbe Norlb Cnro/inn llepnrlmrn! n,%Tnuuf�or7aliou �CD01 J revieiveJlhe tn(je�l pmjer! asArletei�nined:
I-listoxic Architech�ce/I.andscapes
❑ There are no National 12egister-listed or Stud}' �sted properues �vidiin the project's area of potential effects.
❑ "Ihere ace no �roperdes less dian Ff�y peaxs old which ace considered ro meet Cciteria Co��sidernuon G�vidv❑
die project's acca of �otential effe�ts.
❑ Tl�ere are no proPecues witltii the psoject's aeea of potenrial cffects.
❑ 'I�heie aee propernes over Fifty years ald �vidii�i the axea of poteniinl effects, but diey do uot ineet the criteein
for listing on the Nnuonnl Register.
❑ t11L propecues g�catce than 50 yea�s of age lo�ated in thc t1PL� have been considcred nnd all compliance for
lustocic architecwee with Seclion 106 of the Nntionnl [{is[oeic Vreservauon t\ct and GS 12]-]2(a) hns been
completed for diis project.
❑ There are uo Ivstoeic �copexties piesent or �ffected by diis projecL. (A!lne�G a�}' noler or rlaaunenlr nr needer�
Archaeology
� 'Phere are no National Register-Iisted or Study i.isred properties �vithin the projecPs area af
potential effccts.
❑ No subsurFace aichlcological investigauons nre i�eyuired for this pi�oject.
0 SubsvrFace investigations did not reveal the presence of any archneological resourees.
❑ SubsurEace utvesd�tions did not �evr.�l the pcesence of nny a�chaeological xesources co�sidered eligible Cox
the Nauonal Regis•ter.
❑ !lll ide�u�ed Archaeological sires located widni� the APE hnve been eonsidered a�d all compliance for
archaeological resources witli Secnon 10G of the Nauonnl Histoxic Pieservauon Act and GS 127-12(n� has
been completed fot tfus peoject.
� 1'here are no histoiic propetties present or affected by tliis project, (AlJncb nr9' nolet orrlocimienlr nJ
Jltarlet�
'.Na Hieronc %iopenirrYree'rnY'l�rm forAlino�Tmn�pwmGOn 1'raj.�ur os Qunli�eJm iLo T00] Aogmninrmie Agraamrnr.
NCDOT d�dioeolayy 6� Hlnwic drrlii�enure Grm�pe

SUMnIARY OF CULTURAL RESOTJRCES It�VIEW
B�iefdti�.i�rplion ojra�aerY actrl�ilre�; re�ul�� of revram, mrArondiuionr.
As noted 'ui tl�e "Survey Required Form" Eoi aichacology (dated September 23, 2011), no prcviously
identiFied axchaeological si[es were recorded widiin the Proposed APE, but site 31RiCd0 �vas generally
recorded �vitVvo 500 feet (752.4 meters) of Bridge No. 53. Site 3'1RK40 was recorded by Ned Woodall oE
Wake Forest Uruvecsity ui ]969 as a scattet� of Gthic material diat induded possible core fragments, debitage,
ai�d rools. Thus, it �vas co��sidered prudent to ptusue h�xther investigatioii of the archaeological APE.
On Octobex 20, 2011, NCDOT staECarchaeologists Brian Overton and Shane Pecersen conducred an
acchaeological reconnaissnnce of the project aren. A visual ex:uiLnauo� of the poxuons of the APE
sepazated by SR 1114 and the un��amed tributacy, allomed Eor tlie invcstigation to be orguuzed into Eour
quadrants. A visual inspecuon of die nordi�vest quadrant reve�led a mecha�ucally graded pasture on the
alluvial terrnce above the unnomed lributaty. "I'his pashu�e (currendy used to gxaze horses) Eeatures cut-lines
along [he macgins indicating the attemp[ ro level oat d�e Inndform. To die noxthwest of the bridge the field
rises sGghtly whexe several modern outbuildings cui�rendy stand (stables, shed, etc.). The narrow alluvial
icn�ace nt d�e base of die toe slope ro[he northeast of }3ridge No. 53 exltibited evidence of sevexe nitexations
ro tlie landfo[m, uiclud'uig terracutg, gracGug nnd cut-lines. 'Po die sou��east oE rlie bridge anodier small
unnamecl (uiternvttent) tribumiy cuts through the alltroial terrace not Enr from the base oF d�e Vughway
easeinenc No subsurface tests �vere placed u� diese areas.
Two shovel test pits were escav�ted, howeve[, on the alluvial terrace to die south�vest of Bridge No. 53.
Ttiese tests were placed 'ui a single transect roughly l5 meters (less �han 50 feet) south of SR ll 114,
beginning 15 metees west oE die unnnmed t��ibu[aiy. These two shovel test pi[s meie pl�ced 25 me[ces
(slightly over 82 f'cet) apaec The online soil maps foc Rockingham Counly
(li[[�r.//�vebsoilsurve�� nres usdl Eov/���/� iliusu-ate dus area as die locntion of Codotvs loam, 0-2% slopes,
fiequendy flooded (CsA). Soils encountered weee not too dissimilar to the descciption oE Codoms loam, but
matches the descci�tion Eor Chewlcla loam far betler (as it is mapped in tlie 1992 USDA SailSmvry of
IZouCingl�nn� Cotmty). Tn any cnse, the only cultural materials recoveced Crom these tests �veee feagments of la[e
twentieth-cenmry green bottle glass (eecovered fxom the top oF Zone 2 in each shovel test pit�, wltich �vere
no[ collected. Nearly 250 feet (over 76 meters) west oEBridge No. 53 a rough-hewn ti�nber outbuilding
(�>robabl}' dating to the eady to middle nvenucrli centui}' stands a Ec�v metces from the edge of exisung
pavemenc ��/Ivle dvs stmcture may not be NIiFiP-eGgible as nn aechitecmral xesource, its pcesence suggests
t1�nt an nssouated, but utiidentified and unassessed a�chneological deposit may be piesen[ roughly 300 feet
from tlie bndga It is eYpec[ed thnt impacts fxom rhe b��idge ceplacement project aee unlikely [o es[end
outside die esistuig ROW tlus Far fxom Bridge No. 53. Shou1J the unproved bridge appcoach extend
outsidc c.eisling ROW in the vicutity of thc early outbuilding, fiu-ther investig,�uon may be rec�aiecd (Eurthei
consulmuon is recommended). '1he teciain a[ die west end of the APL slopes up�vacds away From the
biidge at angles esceecGng tl�ose likely ro possess aichaeologic.il deposiis.
Based on the visual inspection of the entire pxoject azea and the subsurface testing of die alluvial terrace
soathwes[ of the bridge, n 0ndi�g of "no effect° is consideced approprinte for the bridge replacement
project as currendy proposed. Thc project shoul<i be considered com��liant widi Section 106 and NC;GS
121-12(a) and no Cuether atchaeologicnl uivesugations aee recommended. Should the project proposal
change, however, furdicr consultation will be requiced.
SUPYORT DOCUbf�NTATION
See a[tached: Table oE subsucface [estiesul[s; photographs oE the project acea; aeoal photogeaph illustrnting
the locatio��s of subsurEace tests.
Signed:
�
Culhiral Resources Specialist, AiCUOT
/o-ZS�/(
••No H�alorieVroprniet Preaem"/orm/ar ALno� 7YansporrolionViojeue a� Ovoli/irAin ihe 700] Piogrommmit Agrcenian�.
NCDO7'A¢haeolo�� R Hirloric drthiiemnr Giaupz
Date

. SuG.rm nte Tet! Ratidli (meonrrrm�nit in rzulimeleii Gelou� nrr fnte :
Qu�drent Shovel Levcl nepth Dep�h \lunscll Color S�i� Mifacts
Tes� Pit (top) (bnse) Tex[ure
d vk
- i I 0 7 IOYlt4/G polowish loam no
j 6rnwn
� elluwish
Suuthwtst ; i �� 7 q5 IOYRS/8 y siltlo�in no
, . '�. bro�vn ��
i
.��'', III 45 70 701'RG/G �row�ush .andy day i
' �. yellow loam
dark
I 0 7 101'li4/G yellowish lo�am no
6rown
tiuuthwcst 2 ycllowi>h ��
II 7 37 101'Ii5/3 hromn silt lo�mi no
browni>h snnd da �
lll 37 57 lOYItG/G }�ellow loam � °O
Notcs
Hunuc la}'er.
(i�avellp.
Flood Icnscs
(10\'RS/8).
Flumie layer.
Hcavy mot
distucbances.
'.A'o Hlslurie Propenlev Poetanl "/orm jar hflrioi Trarn'ponollon PioJens n� Ouahfied In �hz 1009 Fragiaaunorle Agruemenr.
NC007 Ardmeolog�, k Hltioiie AirAbetlrne Grm�p?

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Gi�aded tield nottLi�vest of bi�idge; cut-lines n�e visible nL die base of rhe high�vay cnscment (fncing enst).
ir
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Tei�iacing a��d ]andsenpe modificntioi� northeast oE bi�idge (facu�g noith�vest).
„�A'o lflnw9c Proyanlu Pra,renl"jnnnlv hlinor 7)�nneponn�im� R�alean ur Qun]'�ed ir� �Ge 200] Progrnnimolic Agreemm�l.
A'CDOT Ardruealo�= & Hislar ic drelrileelime G� oups

Intei�ntittent drainage soud�east of bi�idge; thc contlucuce �vith dic aeef: is ;oudi oC �lie 6riugc (faci�ig sootheast).
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tllluviaL ieri;ice sooth�vest oE Biidge No. 53 (faci�g soi�thcast).
",Ab /lislnne Prapeeiic,r /9xscni' j rn� Jar Alina'77-r�napm>nriau Pr-ol«ls ns Qno7JieAin Ihe d007 Prngrn un�mle dgieen�eut.
�\'COOT.Irchueola¢y fi Hisior 1c.Ire0ileenne Gi o��ps

I-Iistoric hvenneth-ce��h�ry oatbiiilduig (tobacco baru?) situated �vest ot (outside) tLie end oE the �1Pr, (Eaci�g �vesL).
..,1'u Hisio� ic Prop: rure Pn�roul"finrn fu' dfluor Trmi��ai (atlnu Aol�-ris ns Qnnl%ied in Ihe 2001 Prog�nuunuti�.igreenirul.
NCDOT.Irclmealo�� �6 H6lnric.IreGilrrtnra Grovps

SURVEYREQUIRE'D FORM
PROJECTINFORMATION
Prjzc'1Na: Sti.#t780053
I!%I3S No:
F,9. No:
17BPJ.R:59
nxi
Fadein! (USACE) Pernir[ Rer/ttirorl?
Projecl Tincking No. (lnlenml UseJ
_
11-08-0053
Corrnly.• Rockingham
Doamient: PCE ox DICC
Ftmdr�i8: � State ❑ Fedexal
� Yes ❑ No PennilType: N��/I' 3 oe N\�'P 14
Pr jeaY Detnipliat:
NCDOT intends to xeplace Bridge No. 53 on SR 1714 (Renn Road) over an unnamed trik�utaey of Belcws
I.ake. I�b preluninary plans �vere available at tlie time of review, but a proposed shidy area roughly (�}5 feet
(nearly �197 metexs) long a�d 150 feet (neady 46 metex's) wide, encompnssuig an uea of xoughly 2.2 acxes
(abou[ .9 hectares) was piaposed. For the purposes oE this review, die smdy area will be considered [he APL.
Curxently, no nem RO\Y/ is aoticipa[ed and an oFf-site detour will 6kely be used duxing consm�cuon.
Temporary conseruction easements ,ire possiblc and a US Army Co�ps of �ngineecs pexinit is expected [o be
requued.
SUMMARY OF CULTUItAi. RESOURCES R�VIEW — SURVL3'Ii1iQUIRED
Brief�rc�rplion of iYVreev acliurlrer, rarrdlr of�rvie�U, m�d ro�uGirmnr:
An examination of the maps and files archived at the North Carolina OFfice oEState �lrchaeology was
conducted vn Se�[ember 1, 2011. No E�reviously idenufied acchaeological resources were recorded within the
proposed APE; howevec, one archaeological site 31RIC40 is recorded �vitkun 500' of the hridge. Site 31RK40
appeus to have beeit xecorded by Ned ��/ood�ll of \�/ake Forest University as a Gthic sca[tex composed of
possible mre Eragtnents, debitage, and tools. This site was never lully delineated, nor was its significance or
NI211P-eGgibility assessed. Additionally, die alluvial settiugs in diis arca aie mnsideted to possess a Iugh
�robability for other :u�chaeological cesources'. 'I'hereEore, it is considered pn�dent to pursue Curd�ee
invesrigarion of the archaeological APL,. A reconnaissance investigation includu�g siu�face examinations
shoiJd be conducted, followed hy su6surface testing if deemed necessary dming d�e recon�uuss�nce.
SUPPORT DOCUM�N'I'A'I'ION
See attached: Detail of the Bethany, NC (1971) 7.5-mi�mte sei�ies topoginplilc map; aerial photograpli of t6e
project vicirriLy (1"=50' scale); NRCS �veb soil survey inforinauo❑
(h tt�>: //�vebsoilsurvey. iucs. usda.gov/a pp/).
FINDING BY NCDOT CUI TU1tAI, RESOURCES P1ZOI�F_'SSIONAL -- SURVEYIZEQUIRED
Archacology Historic tli�clutechice (cirde one)
�
NCDOT Culroral Resouxces S�eciaGst
Proposed field�vork completion daCe
Sunry Required fwm fw dfmor Prmaparinlion Yrojxa� or Ounli�ed m INe 7007 Frogrnnunmic Agrzenrcnr.
h'CDOT Ardm:aloFy & Hitmric Ar�hirccnve Groupt
09- z3 — (/
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%', �\ _ 1 � � �' °�V / ��� SCA�E 124000
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Name: BELEWS LAKE (NC) Location: 17 0588306 E 4014614 N
Date: 1971
Scale: 1 inch = 2,000 ft.
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Soil Map-Rockingham County, North Carolina
Map Unit Legend
Rockingham County, Norlh Carolina (NC157)
Map lJnit Symbol Map Unit Name Acres in AOI
CgB2 Cliffordsandydayloam,2fo8percenlslopes,l 07
modera�ely eroded
�
CsA Codorus loam, 0 to 2 percent slopes, � �,1
frequeNiy Ilooded
FrD2 Fairview-Poplar Foresl complex, 8 to 15 1,�J
percen( slopes, moderately eroded
FrE2 I Fairview-Poplar Forest cmnplex, 1510 25� 72
L percenl slopes, modera�ely eroded
Totals for Ama of Interest I 15.9
�ridge No. 53 on SR 1114
Percent of A01
4.7 %
38.4%
11.8%
45.1 %
100.0 %
Natural Resources Web Soil Survey 9/23I20N
Conservatlon Service National Cooperalive Soil Suivey Page 3 o( 3

2012 [iiqlish Standards & Quantity Estimates
Name: Joshua M. C!emmons, EI
Profect Englneer: Joshua G. Dallon, PE, CPESC
CONTR4CT N C 202923
TIP # SF-780053
1fi05.01 (TSF)
1606.01(SSCF) 76ffi.03�RIST�C�
7693.07�SC-A)
1622.07(TSUN) 7603.02�SC�B)
1635.02�PIST�B)
1690.05 (T.�N)
1697.07 (MATT)
tt OF VEARS FOR PROJECT CONSTRUCTIDN
h1AIMENANCE FACTOR
CONSTRUCTIONENTRANCES
710F ENTMNCES:
FlLTRATION GEOTEXTILE REOL11RE0
CLA55 A STONE RE�UIRED
SPECIAL STILLING BASINS
NO. OF �RILLE� PIERS
f! OF SPECIAL SPL�ING BASINS
FlLTRATION GEOTEXTILE 2EOUIREO
SEORAENTCONTROLSTONE
# OF SILT CHEGKS TYPE A with MATTING S PAtd
IdATTING POR EROSION CONTROL RE�L11RE0
POLVACRYLA�dIDE (PA1.1) RE�UIRED
R OF TEIdPORARV STREAlA CROSSINGS
FlLTRATION G[OTEXTILE RE�UIREO
TEIAPORARV PIPE POR STftEAP.1 CROSSING
SE�Ih1ENT CONTROL STO�E
EROSION CONTROL STONE, CLA55 B
p OF CSX RAILROAU 9RIOGE CROSSMGS
TEPAPORARY SILT FENCE RE�UIRED
FlLTRATION GEOTEXTILE REqUIREO
COUNN Rod:�nam � DIV. ]
LETTING Deslgo-Build
DETAILS NEEOEO:
-WatCe wilh Polyacrylamide
-TRSC�A wllh lAalGng 8 PAM
05 YRS
L25
0
0 SV
0 TONS
0
0 EA
0 SY
o rou
3
75 SY
12 L�
0
0 SV
0 LF
0 TON
0 TON
0
0 LF
0 SY
AO�ITIONAL PROJECT INFORIMTION
RIPARWN9UFFERS(SOFT.)ONPROJLCTr;o .I
HIGH QUAI.ITV WATER (HpW ) ON PROJECT ¢p � I
❑ESIGN STANDAR�S IN SENSITIVE WATERSHE�S (OSSVJ) n�
303(d)STREAP.IFORCONSTRUCTIO\-RELATEOTUF20101NY,o �
6ORROW EXCAVATION�l1ANTIN 0 CY
CRIIdPING SP NEEOEO OU PROJECT:
SPECIqL PROVISIONS NEEDE�:
1. SEE�AIIXTVPE
I�G7
CCPCUA PERlAIT AN� SP REqUIREO :
West
4. NATNESEE�ING81.1ULCHING(atldaboveTemp.Seeding):
1fi. MINRdIZE
il.STOGKPILEINAIIL ROAD
�ale: 04117A4
ROV, PS Of ODC7 FDY �
IALEAGE 0.0]mies
-hlalting Summary Sheet
�Siab'�,lization Guidelines
p OF WATTLES WITHOUT PAlA 2
N OF COIR FI6ER WATTLES WITHOUT PAM 0
PROJECT IN FALLS LAKE WATERSHED �;o �
PROJEGT IN JORDAN LAKE WATERSHE�'�,i;p �
WATTI[S IN �ITCHLME WITHIXIT PAld t:0 �
l^JATTLESUSEOASSILTFENCE�REAK5�1�1t0 �
NO
18. WASTEIBORROW
19. TEh1P. �NERSION
WeS�
22. SAFEN FENCE
29. WATTLES W ITH POLVACRVLAA9�E
35. TRSC-A W/ h1AT & PAA1
40. COIR FIBER M17AT

Proiect Quantities
ITEld NU�dBER
0196000000-E
10�]000000-E
3628000000�E
3635000000-E
364200�OObE
3649000000�E
3651000000-E
3656000000-E
6000000000�E
6006000000-E
6009000000-E
soiz00000ae
6015000000�E
6018000000-E
sozta00000-e
602400�OOO�E
6029000000-E
fi030000000-E
6036000000�E
6037000000�E
fi038000000-E
6042000000-E
6043000000�E
6045000000-E
so4saa000ae
6045000000�E
6045000000-E
soae000000-e
6048000000�E
fi069000000-E
fi070000000-N
6071010000�E
6071012000�E
�071013�00-E
6W1014000�E
6077020000-E
so��osoaoae
6071050000�E
6071050000-E
6�71050000-E
6071050000�E
60]1050000-E
so�ios000ae
6084000000-E
6087000000-E
6090000000�E
fi093000000-E
8�9fi000000-E
6105000000�E
6708000000-E
6111000000-E
6114500000�N
611]000000-N
611800000�-N
6120000000�E
8�2300000D-E
sizs000000�e
6128000000-[
fi135000000-E
6135000000-E
6135000000�E
�135000000-E
SECTION
270
1005
876
876
8]6
8�6
SP
816
1605
1610
t670
�sio
7615
1620
�szo
9622
SP
ifi30
1631
SP
SP
1632
SP
SP
SP
SP
SP
1636
SP
1638
1639
SP
SP
SP
SP
SP
isao
SP
SP
SP
SP
SP
SP
1660
1660
1667
1661
1662
1663
1fi65
SP
1fi67
1675
SP
SP
1670
SP
SP
SP
SP
SP
SP
GEOTEXTILE FOR SOIL STABILIZATION
q5] STONE
RIP ftAP, CLASS I
RIP R4P, CLAS511
RIP R4P, CLA55 A
RIP RAP, CLA55 B
BOULDERS
GEOTEXTILE FOR �R4INAGE
TEl.1POFiARV SILT FENCE
EROSION CONTROL STONE, CLASS A
EROSION CONTROL STONE, GLASS B
SEOIPAENT CONTROL STONE
TEldPORARVI.IULCHING
SEE� FOR TEl.1PORARY SEEDING
FERTILIZEft FoR TB.1PORARV SEEOING
TB.7PORARV SLOPE ORAINS
SAFETV FENCE
SILT EXCAVATION
1AATTING FoR EROSIDN CoMROL 2500 SWDITCH 25 SV
COIR GIBER f.1AT
PERl.MNENT SOIL REWFORCEAIENT P.9AT
1�4" HARDWARE CLOiH
LOW PERI.IEABILIN GEOTEXTILE
••" TEIdPORARV PIPE - (15')
••.• TEM1IPORARY PIPE - (18')
"' TEAIPORARY PIPE - (24")
""TEfdPOMRY PIPE - (36")
TEA7PORARY PIPE FOR STREAA1 CROSSING
FLOATING TUReIDIN CURTAIN
STILLMG �ASINS
SPECIAL STILLING BASINS
WATTLE
COIR FIBER WATTL[
WATTLE �ARftIER
COIR FlBER WATTLE BARRIER
POLVACRYLAI.IIDE (PA19)
COIR FlBER BAFFLE
'^ SKIA71.1ER - (i� V2")
"" SKV9P.IER - (2")
"" 5K11dMER - (2-0/2")
.•, sKin�rneR - �a•�
"" SKIIdMER -(4")
"" SKIpAA1ER - (5')
SEE� W G AND l,1ULCHING
P.10WING
SEED FoR REPAIR SEE�ING
FERTILIZER FOR REPAIR SEEDWG
SEEO FOR Sl1PPLEA7ENTA� SEE�ING
WATER
FERTILIZER TOPDRESSING
IP,IPERVIOUS �IKE
SPECIALIZED HANO A10WING
RESPONSE FOR EROSION CONTROI
aaonvnos
CULVERT �IVERSION CHANNEL
REFORESTATION
STREAldBANK REFORESTATION
WETLANO REFORESTATION
0 SY + 0 SY
GENERIC EROSION CONTROL ITEf.i - �ISKING
GENERIC EROSION CONTROL ITEA7 -RIPPIkG
GENERIC EROSION CONTROL ITE1.1 � VJETLAN� GRASS PLANTMG
GENERIC EROSION CONTROL ITE�7 - GOf.1P05T BLANKET
�UANTITV UNIT
0 SY
0 TON
0 TON
0 TON
0 TON
0 TON
0 TON
0 SY
675 LF
15 TON
125 TON
50 TON
0.50 ACR
100.00 LB
a5oTON
75 LF
100 LF
180 CY
2525 SY
100 SY
0 SY
65 LF
0 SY
0 LF
0 LF
0 LF
0 LF
0 LF
0 SY
0 CV
0 EA
40 LF
0 LF
0 LF
0 LF
1518
0 Lf
0 EA
0 EA
a Eq
0 EA
0 EA
0 EA
3,00 ACR
0 5a ACR
50.00 LB
025 TON
so 00 �a
0.0 MIG
�.SO TON
0 LF
10 MHR
0 EA
o En
0 CY
0.00 ACR
0 00 ACR
0 ACR
0 ACR
� ACR
0 ACR
0 ACR

Proiect Checklist
TIP
OATE
CHECKEOBY
ROADWAVIPSIDOL
BASM �ETAIL(S) INCLU�E�
EARTHEN DAIA WITH SKIh1A7ER DETAIL INCW OED
INFILTR4TION BASIN �ETAIL INCLUDED
BORROW PIT �EWATERING BASW �ETAIL INCLUDED
WATTLEICOIR FIBER WATTLE OETNL(S) INCWDED
SILT CHECK NPE A W ITH AMTTING ANO PAlA OETAIL W CLU�ED
MATTING SUlAM11ARV SHEET(5) ANO STABILI2ATION GUIOELINES INC W DED
ENV. SENS. AREAS SHOVJN ON PLAN SHEETS
(TROUTIHQWICN303(tl)IDSSW/STREAId RELOCATION)
NEUSE/TAft�PAP.VJORDAN LAKElR4N�LEMANICATAWOA RNER BASIN (ESA)
TREE REfORESTATION SHEET INCLUDED (APPROPRIATE N'OROING IN SP)
STREAM178ANYJW[TLAND/BUFFER REFORESTAiION SHEETS INCWOEO
STREAM�ANK REFORESTATION SHOWN ON PLANS (GMTTING ON SLOPE NOTE)
STILLING �ASIN NOTE (�RIDGES OVER WATER)
EARTH �ERIdSICLEAN WATER ONERSION N✓ITH OETAIL ON PLANS
CULVERT PHASING ON PLANS/al1ANTITlES MCLUO[D
TEIdPOR4RY PIP[(S) �UANTITY (CIILVERTS 8 STREAl,7 CROSSING)
SKRdh1ER BASIN �UANTITIES 16'C W OEO
RISER 6ASIN Ol1ANTITIE5INCLUDED
GRAVEL CONSL ENT. OUANTITI[5 MCLU�ED
STREAM1I RELOCATION QUANTITI[S & SP'S INCWDED
SAFETV FENCE �UANTITY INCWDED
PLAN DESIGNED TO HQWISENSITIVE WATERSHED STAN�AR�S
(IUANTITIES L1ATCH
SPECI4L PROVISIONS A7ATCH
�
0
0
0
0
0
0
0
0
0
0
0
�
0
�
0
0
�
0
0
0
0
0
0
TITLE SHEET
CORRECTTIPPROJECTNl167BER O
NOTES(H�WIESN3�3(tlySENSWAiERSTD/C&G) O
CORRF.CTSTANDAR�S O
BEGIN&EN[]INGPROJ.TIPNUldBER O
SPEGIAI PROVISIONS (POF) PUT IN CONTRAGTS FOLDER O
LATE - EP.9AILE0 TO:
OATE:
OY:
COIdA7ENT5 &

STABILIZATION REOUIREMENTS:
StabiLization for this project shall comply with tl�e tifne frame giiidelines as specified by the
NCG-010000 general consh�uction permit effective August 3, 2011 issued by the Nortl� Carolina
Department of Envuontnent and Natural Resources Divisimi of Water Quality. Temporaty or
permanent grou��d cover stabilization shall occnr wiNlui 7 calendar days frmn the ]ast land-
disturbing activity, witli the followvig exceptions in whicl� temporary or perinanenl gron��d cover
shall be provided in 14 calendat' days fi'om the ]ast land-dish�rbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less
• Slopes 3:1 or fltitter, with a slope of lengtl� of 50 ft. or ]ess
• Slopes 4:1 or flatter
The stabilization timefi�aine for Higl� Quality Waler (HQ4� Zones shall be 7 calendar days witli
no exceptions for slope grades or lengths. Higli Quality Water Zones (HQ� Zones are defined
by Nortl� Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary aud pennanent
ground cover stabilizalion sl�all be acl�ieved ii� accordance witl� the provisimis u� this contract
and as d'uected.
SEEDING AND MULCHING: (West)
The kinds of seed aud fertilizer, and tl�e rates of application of seed, fertilizer, and limestone,
shall be as stated below. Duruig periods of overlapping dates, the kuid of seed to be used shall
Ue detennuied. All rates are in pottnds per acre.
August 1
20#
75#
25#
500#
4000#
5houlder aud Median Arcas
June 1
Kentucky Blucgrass
Hard Pescue
Rye Gra'v�
Fertilizer
Limestone
May 1
20#
75#
10#
500#
4000#
September 1
Kentucky Bluegrass
Hard Fescue
Gei'mau or Browntop Millet
Fet[ilizer
Limestone
.Areas Beyond the Mowing Patlern, W��ste and Bori'ow Areas:
August 1- June 1
100# Tall Fescuc
15# ICentucky Bluegrass
30# Hard Fescue
25# Rye Graui
500# Fertilizer
4000# Litnestone
May 1- Septe�nUer 1
100# Tall Fescue
15# Kentucky Bluegrass
30# Haid Fesrue
10# Germau or Browntop Millet
500# Fertilizer
4000# Lvnestone
Approved Tall Fescue Ctiltivars

2°d Milleimium
Avenger
Barlexas
Barlexas II
Barrera
Barruigtan
Biltmore
Bingo
Bravo
Cayeiu�e
Cl�ape] Hill
Chesapeake
Co�istitution
Chipper
COI'0118(j0
Coyote
Dxviuci
Dynasty
Donunion
Duster
Endeavor
Escalade
Falcon II, III, IV & V
Fidelity
Finesse II
FireUud
Focus
Grande II
Greenkeeper
Greystone
Inferno
Jnstice
Jaguar 3
Kalahari
Kentucky 31
Kitty Hawk
Kitty Hawk ?000
Lexington
Magellan
Masterpiece
Matador
Matador GT
Milleiv�ium
Montank
Mustang 3
Olympic Gold
Padre
Paraiso
P1CflS50
Piedmont
Pure Gold
Prospect
QLIESI
Rcbcl Exeda
ReUel Sentry
Regiment II
Rembrandt
Rendition
Scoipion
Shelby
Signia
Silverstar
Southern Choice II
Stetson
Tarheel
Titan Ltd
Titanium
Tomahawk
Tacer
Trooper
TurUo
Ultimate
WF1lC�lClOg
Wolfpack
Approved Kenhicky Blucgrass Cultivars:
Alpine Baru�is Envicla Rugby
Apollo Bedazzled Impact Rtigby II
Arcadia Bordeatix Kenblue Sl�owcase
Arrow Champagne Midnigl�t Sonoma
Award Chicago II Midnigl�t Ii
Approved Hard Pescue Cultivars:
Chariot Nordic Rhino Warwick
Firet7y Oxford Scaldis II
Heron Reliaut II Spartan II
Minotaur Reliant IV Stonel�enge
On cirt aud fill slopes 2:1 or steeper add 20# Sericea Lespedeza January 1- DeceuiUer 31.
Fertilizer shall be 10-20-20 analysis. A different ai�alysis of fertilizer inay be used pravided tlie
1-2-2 ratio is maintained and tl�e rate of application adjusled to provide the same amowit of plant
food as a 10-20-20 aualysis and as directed.
TEMPORARY SEEDING:
Fertilizer shall be tl�e saine analysis as specified for Seeding nnd Midchi�ag and applied at tl�e rate
of 400 pounds and seeded at the rate of 50 pouuds per acre. German Millet, or Browntop Millet

shall Ue used 'ui summer months and i'ye grain duting the remauider of the year. Tl�e �ngv�eer
will determine tl�e exact dates for using each kind of seed.
FERTILIZF,R TOPDRESSING:
Fertilizer used for topdressing shall be 16-8-8 grade and shall be applied at the rate of 500
pouuds per acre. A different a��alysis of fertilizer may Ue used provided the 2-1-1 ratio is
maintauied aud the rate of application adjtisted to provide the same amount of plant food as 16-8-
8 analysis and as d'u�ecfed.
SUPPLEMENTAL SF,EDING:
The kinds of seed and proportions shall be the same as specified for Seedi�rg tutd Mtdc/rrng, and
tl�e ra[e of application may vary fi�om 25# l0 75# per acre. Tl�e actnal rate per acre will be
deteruiined prior to flie tune of topdressing aud tl�e Conlractor will be notified in writing of tlie
iate per acre, total qnantity needed, and arcas ou whicli to apply ihe snppleuiental seed.
Minimum tillage equipment, consisting of a sod secder shall be used for v�corporating seed into
tlie soil as to prevent disturbance of existuig vegetation. A clodbustei' (ball and chain) �nay be
used where degree of slope prevents lhe use of a sod seedcr.
MOWING:
The minimnm mowuig heigl�t on ihis project shall be six uiches.

STABILIZATION REOUIREMENTS:
Stabilization for this project shall comply with the tune frame guidelines as specified by tlie
NCG-010000 general construction permit effective Augttst 3, 2011 issued by the Nortli Carolina
Department of Envvonment and Natural Resources Division of Water Quality. Temporary or
permanent ground cover stabilization shall ocenr withut 7 calendar days fiom the last land-
disturbing activity, with the following exceptions iu which tempoiary or permanent gronnd cover
sl�all be provided in 14 calendar days fiom the ]ast lavd-disturbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 ft, or less
• Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
• Slopes 4: ] or flatter
Tl�e stabilization timeframe for Higli Quality Water (HQW) Zones sl�all be 7 calend�r days witl�
no exceptions for slope grades or lengd�s. High Quality Water Zones (HQ� 7ones are deimed
Uy Nortl� Carolina Administrative Code 15A NCAC 04AA105 (25). Temporar}� and pennanent
gronnd cover stabilization shall be achieved io accordance with the provisions in this contract
and as directed.
NATIVE GRASS S1;CDING AND MULCHING: (West)
Nltive Grass Seed'u�g aud Mulchiug sh�ll Ue performed on the disturhed areas of wetlands and
riparian areas, and adjacent to Strelm Relocation aud/or trout stre<im construction wilhin a 50
foot zone on both sides of the stream or depression, measured fi�o�n top of streaui bank or center
of depression. The sh�eam ba�ilc of the stream relocation shall be seeded by a method tl�at does
not alter the typical cross section of the stream baiilc. Native Grass Seeding and Mulchu�g sUall
also be performed u� the permanent soil reinforcement mat section of preformed scot�r holes, and
u� otlier areas as d'uected.
The k'vids oP seed and fertilizer, and the rates of �pplication of seed, fertilizer, aud limestone,
shall be as stated below. Duruig periods of overlappvig dates, t6e kind of seed to be used shall
be determined. All rates are u� pounds per acre.
August 1 - Jnne 1
18# Creeping Red Fescue
8# Big Blucstem
6# Indiangrass
4# Switchgrass
35# Rye Grau�
S00# Fertilizer
4000# Limestone
May 1 � SeptemUer 1
18# Creeping Red Fescue
8# Big Bluestem
6# Indiangrass
4# Switchgrass
25# Germau or Browntop Millet
500# FertIlizer
4000 L'unestone
Approved Creepuig Red Fescue Cultivars:
Abercleen Boreal Epic Cindy Lou

Fertilizer shall be ]0-20-20 analysis. A different analysis of fertilizer may Ue used provided the
1-2-2 ratio is mauitauied and the rate of applicalion adjusted to provide die sauie amount of plaut
food as a 10-20-20 analysis and as d'uected.
Teinporar,y 5eeding
Fertilizer shall be the same analysis as specified fm' Seerli�tg a�td Mu(clii�7g and applied at tUe rate
of �k00 potmds and seeded at the rate of 50 pounds per acre. German Millet or Browntop Millet
shall Ue used in summer months and iye grain during the remaincler of tl�e year. Tl�e Engineer
will determine flie cxact dates for using each kind of seed.
Fertilizer Topdressing
Fertilizer nsed for topdressuig sha➢ be ]6-8-8 grade and shall be �pplied at the rate of 500
pounds per acre. A different analysis of fertilizei' may be used provided the 2-1-1 ratio is
maintauted and the i'ate of a�plication adjusted to provide tlie same �unount ofplant food as 16-8-
8 analysis and as d'uected.
5upple�nental Seeding
Tl�e kinds of seed and proportions sliall be the same as specified for Seediitg and MrdcJti�ag, and
the rate of application may vary fiom 25# to 75# per acre. Tlie actual rate per acre will be
determuied prior to the time of topdress'vig aud the Contraclor will be notified 'u� writu�g of tlie
rate per acre, total quantity needed, and areas on wl�ich to apply the supplemental seed.
M'v�imum tIDage equipment, consisting of a sod seeder shall Ue used for 'vicoiporatnig seed into
the soil as to prevent disturbance of existing vegetation. A clodbuster (ball aud cl�au�) may be
used where degree of slope prevents the use of a sod seeder.
Mowing
Tlie minimum mowing lieight sl�all bc 6 uicl�es.
Measurement and Payment
Native Grass Seediitg and Mi11c/�i�ig will be measured and paid for in accoidance widi Article
1660-8 of the Standnrd SpecifFCntio�is.

MINIMIZ� REMOVAL OF VEGETATION:
The Contractor shall minimize removal of vegetation at stream banks and disturbed areas
within the project limits as directed.

STOCI{PILE AREAS:
The Contractor sl�all install and maintain erosion control devices sufficient to cmrtain
sediment arouud any erodible material stockpile areas as directed.
ACC�SS AND HAUL ROADS:
At the end of each working day, flie Contractor shall i��stall or re-establish tempora�y
diversions or earth berms across access/haul roads to civect ruuoff'vito sediment devices.
Silt fence sectio�is diat are temporarily removed shall be reinstalled across access/l�au]
�roads at Il�e end of each worku�g day.

WASTE AND BORROW SOURCES:
Payment for temporary erosion control measures, except those made necessaiy by the
Contractoi's owu negligence or for his own convenience, will Ue paid for at the appropriate
contract unit price for the devices or measures utilized in borrow sources and �vaste areas.
No additional payment will Ue made for erosion control devices or permanent seeding and
mulching in any commercial borro�v or waste pit. All erosion and sediment control practices tliat
may be requu�ed on a commercial borrow or waste siYe will Ue done at the Contractor's expense.
All offsite Staguig Areas, Bon�ow and Waste sites sl�all be in accordance with "Borrow and
Waste Site Reclamation Procedures for Contracted Projects" located at:
http://www.ncdot�ov/doh/operations/dp chief en�roadside/fieldops/downloads/Files/Contraete
dReclainationProcedures.pdf
All forins and documents referenccd in the "Borrow aud Waste Site Reclamation Procedures for
Conh•acted Projects" shall be inchidecl with thc recl�mation plans for offsite staging areas, and
borrow and waste sites.

TEMPORARY DIVERSION:
This work consists of 'vistallation, ma'v�tenance, and cleanout of Temporary Diversioirs in
accordance witl� Section 1630 of the Stnnrlm�d S�ecaficntaoxs. The quanYity of excavation
for installation and cleanout wIll be measured and paid for as Srlt Excrn�ation vi
accordance with Article 1630-4 of tlie Standard Specificatio�rs.

SAFETY FENCE AND JURISDICTIONAL FLAGGING:
Description
Safety Fence shall consist of fi�ruishing materials, installing and mauiYa'v�ing po]yeYl�ylene or
polypropylene fence along tl�e autside riparian buffer, wetland, or water boundary, or odier
boundaries located witl�in t3�e construction corridor to mark the areas that I�ave been approved to
infi'inge witliin Che buffer, wetland, endangered vegetation, culturally sensitive areas or water.
The fence shall be installed prior to any land disturbing activities.
Interior boundaries for jurisdictional areas noted above shall be deluieated by stakes and highly
visible flagging.
7urisdictional boundaries 1t staguig areas, waste sites, or bon'ow pits, whedter considered outside
or interior boundaries shall be delineated by stakes and highly visible flagging.
Materials
(A) Safety Fencing
Polyethylene or polypropylene fence shall be a highly visible preconsh'ucted safety fence
approved by the Engineer. Tlie fence material shall have an ultravio]et coating.
Either wood posts or steel posts may Ue used. Wood posts sl�all be hardwood with a wedge or
pencil tip at one end, and shall be at least 5 ft. v� ]ength with a nunimum nominal2" x 2" cross
section. Steel posts shall Ue at least 5 ft. in lengtl�, and l�ave a miuimuin weigl�t of 0.85 lb/ft of
length.
(B) Boundary Flagging
Wooden stakes shall be 4 feet in length with a minimum nominal 3/4" x 1-3/4" cross section.
The flagguig shall be at least P' ui widtl�. The flagging material shall be vinyl and shall be
orange in color and I�ighly visible.
Construction Methods
No additional clearing and gilibbing is anticipated for the v�stallation of tl�is fence. The fence
shall be erected to conform to tl�e general contour of the ground.
(A) Safety Fencing
Posts shall be set at a maximuin spacing of 10 ft., maintauied 'vi a vertical position and hand set
or set with a post driver. If hand set, all backfill material shall be thorouglily tamped. Wood
posts may be shatpened to a dull po'vit if power driven. Posts damaged by power driving shall be
removcd and replaced prior to final acceptance. The tops of all wood posts shall be cut at a 30-

degree angle. The wood posts may, at the option of the Contractor, be cut at this angle either
before or after tl�e posts are ei'ected.
The fence geotextile shlll be attached to the wood posts with one 2" gah�anized wire staple
lcross each cable or to the steel posts with wire or other acceptable tneans.
Place construction stakes to establish the locaYion of the safety fence u� accordance witl� Article
105-9 or Article 801-1 of the Standnrd Specifrcatrons. No direct pay will be made for the staking
of the safety fence. All stakeouts for safety fence sl�all be considered incidenCal to the work
being paid for as "Construction Surveying", except 8iat where there is no pay item for
construction surveyuig, all safety fence stakeout will be performed by state forces.
The Contractor shall be requued to mainta'v� the safety fence in a satisfactory condition for tlie
duration of the project as deterinined by the Engineer.
(B) Boundaiy Flagging
Botmdary flagging delineation of interior Uoundaries sl�all consist of wooden stakes on 25 feet
maximum uitervals witl� higl�ly visible orange flagging attaclied. Stakes sl�all be installed a
minimum of 6" into the ground. Interior boundaries may be staked on a tangent that runs parallel
to buffer but must not encroach on the buffer at any location. Interim' boundaries of l�and
clearing sl�all be identified wifli a different colored flagging to distingaish it fi'om mechanized
clearing.
Boundary flagging delineation of interior Uoundaries will be placed in accordancc witli .Article
105-9 or Article 801-1 of tl�e Standnrd Specifrcations. No d'u�ect pay will be made for
delineation of the interior boundaries. Tl�is deliueation will Ue considered incidental to the work
being paid for as Ca:sn�uctr-o�a Sicrveyutg, except that where tl�ere is no pay item or construction
surveying the cost of bouudary flagging delineation sliall be uichideci ui tlie unit prices bid for
the various items ui the contract. Iustallation for delineation of all jurisdictional boundaries at
staging areas, waste sites, or borrow pits shall consist of wooden stakes on 25 feet maximum
vitervals with highly visiUle orange flagging attached. Stakes shall be uistalled a muiimum of 6"
into the ground. Additional flaggu�g may be placed on overhanging vegetation Co eiiliance
visibility but does not substitute for installation of stakes.
Installatiou of boundary flagging for delineatiou of all jurisdictional boundaries at stag'vig areas,
waste sites, or bmlow pits shall Ue perfortued i�� accoi'dance witU Subarticle 230-4(B)(3)(d) or
Subarticle 802-2(F) of tl�e Stnndar•d Specificntions. No d'uect pay will be made for this
delineation, as the cost of same shall be included 'ui the unit prices Uid for the various iCems in the
contract.
The Contractor shall be required to manitaui alternative stakes and highly visible flagguig in a
satisfactoxy condition for the duration of the project as deCermuied by the Engineer.

Measurement and Payment
Safety Feiice will be measured and paid as the actual nuinber of luiear feet oF polyethylene or
polypropylene fence u�stalled in place and accepted. Such payment will be full cotnpensation
viclud'uig but not limited to fiunishing and installing fence geotextile with necessary posts and
post bracing, staples, tie wues, tools, equipment and 'vicidentals necessary to complete this work.
Payment will be made under:
Pay Item Pay� Unit
Safety Fence Linear Foot

WATTLES WITH POLYACRYLAMIDE (PAM):
Description
Wattles are tubular products consisting of excelsior fibers encased in synthetic netting. Wattles
are used on slopes or channels to intercept runoff aud act as a velocity Ureak. Wattles are to be
placed at locations shown on the plaus or as directed. Installation shall follow the detail
provided in the plans and as directed. Work includes furnishing materials, u�stallation of wattles,
matting installation, PAM application, and removing wattles.
Materials
Wattle sl�all meet flie following specifications:
100% Curled Wood (Excelsior) Fibers
Minimtim Diaineter 12 in.
Minimum Density 2.5 ]b/ft3 +/- 10°l0
Net Material Synthctic
Net Openings 1 in. x 1 in.
Net Configuration ToYally Encased
Muiiinum Weight 201U. +/- 10% per 10 ft. le�igth
Ancl�ors: Stakes sl�all be used as anchors.
Wooden Stakes:
Provide hardwood stakes a inu�imum of 2-ft, long with a 2 ui, x 2 in, notninal square
cross section. One end of the stake must Ue sUarpened or beveled to facIlitate driving
down into the underly'vig soil.
Mattuig shall ineet the requn'ements of Article 1060-8 of the Stanciard Specificntio�ts, or shall
meet specifications provided elsewhere in this conCract.
Provide staples made of 0.125" diameter new steel wue formed into a at shape not less than 12"
ni lengd� with a throat of 1" in width.
Polyacrylamide (PAM) shall be applied 'ui powder form and shall be anionic or neutrally
charged. Soil samples shall be oUtained 'ui arels where the wattles will Ue placed, 1nd from
offsite material used to constiuct the roadway, and analyzed for the appropriate PAM flocciilant
to be utilized with each watfle. The PAM product used sl�all be listed on the North Caro]ina
Department of Envirorunent and Natural Resources (NCDENR) Division of Water Qualiry
(DWQ) web site as an approved PAM product for use ui North Caroluia.
Construction Methods

Wattles sl�all be secured to the soil by wire staples approxunately every 1 linear foot and at tl�e
end of each section of waCtle. A minimum of 4 stakes sl�all be installed on the downsh'eam side
of tl�e wattle with a maximum spacing of 2 linear feet along flie wattle, and accorduig to the
detail. Install a minimum of 2 stakes on tl�e upstreain side of the wattle accord'u�g to the detail
provided 'ui the plaus. Stakes sl�all be driven u�to tl�e ground a mu�imum of 10 in. with no more
tl�an 2 in. project'vig fiom tlie top of the wattle. Drive stakes at an angle according to the detail
provided in the plans.
Only install wattle(s) to a l�eight in ditch so flow will not wash around wattle and scour ditch
s]opes and according to tUe detaIl provided 'v� the plans and as directed. Overlap adjoining
sections of wattles a miniinum of 6 in.
Installation of matting shall be vi accordance with tl�e detail provided in the plans, and in
accordance with Article 1631-3 of the Staitdnrd Specificataons, or in accoidance wiCl�
specifications provided elsewhere in tl�is contract.
Apply PAM over Uie lower center portion of the wattle where the waYer is going to flow over at a
rate of 2 ounces per wattle, and 1 ounce of PAM on mattin� on each side of the wattle. PAM
applications shall be done duru�g construction activities after every rauifall event that is equal to
or exceeds 0.50 in.
The Contractor shall maintain tlie wattles until the project is accepted or until tl�e wattles are
removed, and shall remove and dispose of silt accumulations at the wattles when so directed in
accordauce with the requirements of Section 1630 of the Stand�u�d Specifrcations.
Measurement and Payment
Wuttles will be measured and paid for by tlie actual number of linear feet of wattles wl�ich are
installed and accepted. Such price and payment will Ue fiill compensation for all work covered
by this section, inclnding, but not limited to, finnisliing all materials, labor, equipment and
uicidentals necessaty to install the 4Vattles.
Matting will be measured and paid for in accordance with Article 1631-4 of the Startdard
Specificndions, or ui accordance wiUi specifications provided elsewl�ere vi this contract.
Pol,yacrylamide(PAM) will be measured and paid for Uy the actua] weight in pounds of PAM
applied to tlie wattles. Snch price and pay�nent will be fiill compensation for all work covered by
Chis section, includu�g, but not limited to, fitrnishing all materials, labor, equipmenC and
incidentals necessary to apply the Poiyac�ylamide(PAM).
Payment will be inade ui�der:
Pay Item Pay Unit
Polyacrylamide(PAM) Pound
Wattle Lineu Foot

TEMPORARY ROCI{ SILT CHECK TYPE A WITH EXCEL5IOR MATTING
AND POLYACRYLAMIDE (PAM):
Desci•iption
Temporary Rock Silt Checks Type A with Excelsior Mattu�g and Polyacrylainide (PANn
are devices utilized iu teinporary and permanent ditcl�es to reduce runoff velocity and
u�coiporate PAM into tl�e construction runoff to increase settling of sediment particles
and reduce turUidity of ilmoff. Temporary Rock Silt Checks Type A with Excelsior
Matting and PAM are to be placed at locations shown on the p11ns or as d'uected.
Installatimi shall follow the detaIl provided in the plans and as directed. Work includes
furnisl�ing materials, installafion of Temporary Rock Silt Checks Type A, matting
'vistallation, PAlVI application, and remov'v�g Temporary Rock Silt Checks Type A witl�
Excelsior Matting and PAM.
Materials
Shuchiral stone shall be class B stone Yhat meets tlie requirements of Section 1042 of the
Standard Specifications for Stone for Erosion Control, Class B.
Sediment control stone shall Ue #5 or #57 stone, wl�ich meets the requuements of Section
1005 of tl�e Standud Specifications for these stone sizes.
Matting sl�all meet the requuements of Excelsior Matting ui section 1060-8(B) of the
Stnndnrd Specificntaons, or shall meet specificatioi�s provided elsewhere 'v� tl�is contract.
Polyacrylamide (PAM) sl�all be applied in powder form and shall be auionic or neuh'ally
charged. Soil samples sha11 be oUtauied in areas where the Temporary Rock Silt Checks
Type A with Excelsior Mattvig and PAM will be placed, and fiom offsite material used
Co construct the roadway, and analyzed for tl�e appropriate PAM flocctilant to Ue utilized
with each Temporary Rock Silt Clieck Type A. The PAM producf used shall be listed oti
tlie Nortl� Caroluia Department of Envuonment anci Nahiral Resources (NCDENR)
Division o£ Water Quality (DWQ) web site as an approved PAM product for use in North
Carolina.
Constiuction Methods
Temporary Rock SIlt Checks Type A shall Ue installed in accordance with Section 1633-
3(A) of the Standard Specifications, Roadway Standard Drawutg No. 1633.01 and the
detail provided in Yhe plans.
Installation of matting shall be in accordance with the detail provided in tl�e plans, and
anchored by placing Class B stone on top of the matting at tl�e upper and lower ends.
Apply PAM at a rate of 3.5 ounces over tl�e center portion of the Temporary Rock Silt
Checks Type A and matting where tl�e water is going to flow over. PAM applications

sliall be done dm�ing consh-uction activities and after every rainfall event that is equal to
or exceeds 0.50 in.
The Contractor shall maintain the Temporary Rock Silt Checks Type A with Excelsior
Matfv�g and PAM imtil the project is accepted or until the Temporary Rock Silt Checks
Type A with Excelsior Mattuig and PAM are removed, and shall remove and dispose of
sIlt accuinulations at the Temporaiy Rock Silt Checks Type A with Excelsior Matting
and PAM when so directed 'v� accordance with the requirements of Section 1630 of the
Stnndard Specificatiats.
Measurement and Payment
Tempora�y Rock Silt Cftecks Type A wfll be measured and paid for in accordance with
section 1633-5 of the Standarcl S�ecificntio�ts, or in accordance witli specifications
provided elsewhere in this contract.
Matting will be measured and paid for in accordance with section 1631-4 of the Stnirdard
S��ecifications, or in accordance witl� specifications provided elsewl�ere in this conh'act.
Po7yac�ylan�ide(PAM) will be melsured and paid for by the actual weight in powids of
PAM applied to the Temporaiy Rock Silt Checks Type A. Sucl� price and paymevt will
be full compensation for all work covered by this sectiou, including, but not limited to,
fun�isl�ing all materials, labor, equipment and 'u�cidentals necessaiy to apply the
Polyacrylamid e(PAM).
Payment will be made under:
Pay Item Pay Unit
Polyacrylainide(PAM) Pound

COIR FIB�R NIAT:
Description
Furnish material, install and mlintain coir fiber mat 'vi locations sl�own on the plans or in
locations as directed. Work includes providing all materials, excavating and backfilling, and
placing and securuig coir fiber mat with stakes, steel re'v�forcement bars or staples as d'uected.
Materials
Item
Cou Fiber Mat
Anchors: Stakes, reinforcement bars, or staples sl�all be used as anchors.
Wooden Stakes:
Section
1060-14
Provide hardwood slakes 12"- 24" long with a 2" x 2" nominal square cross section. One
end of the stake must be shaipened or beveled to facilitate driving tiv�ough the cou fiber
mat and down into tl�e underlying soil. The other end of the stake needs to have a 1"- 2"
long head at the top with 1 l"- 2" nofch followuig to catch and secure the cou� fiber mat.
Steel Reinforcement Bars:
Provide uncoated #10 steel reinforcement bars 24" nonunal ]ength. The bars shall have a
4" diameter bend at one end with a 4" straigl�t section at flie tip to catch aud secure the
coir fiber mat.
Staples:
Provide staples made of 0.125" diametcr new steel wue formed into a cc shape not less
thv� 12" ni lengtl� with a throat of 1" u� widtl�.
Construction Methods
Place the coir iiber mat immcdiately upon final grad'uig. Provide a sinootli soil surface free fi'om
stones, clods, or debris that will prevent H�e contact of the mat with the soil. Unroll the mat and
apply without stretcl�'v�g such that it will lie smootl�ly buf loosely on the soil surface.
For strearn relocation applications, take care to preserve the required ]ine, grade, and cross
section of the area covered. Buiy tl�e Cop slope end of each piece of mat in a narrow trench at
least 6 u�. deep and tamp fu�mly. Where one roll of matting ends avd a second roll begins,
overlap the end of the upper roll over the buried end of the second roll so there is a 6 in. overlap.
Construct check trenches at least 12 u�, deep every 50 fr. longitudinally along the edges of the
mat or as directed. Fold over and bury mat to the full depth of the tr'enc1�, close and tamp fumly.
Overlap mat at least 6 in. where 2 or more widths of mat are installed side by side.

Place anchois across tlie Snat at the ends approximately 1 ft. apart. Place anchors along the outer
edges and down flte center of the mat 3 ft. apart.
Adjustfnents in the trencl�iug or anchoring requirements to iit individua] site conditions may be
required.
Measurement and Pa,yment
Corr Fiber• Mat will be measured and paid for as the actual number of square yards measured
along the surface of tl�e ground over wl�ich coir fiber mat is installed and accepted.
No measurement will be made for ancl�or iCems.
Payment will be made ttnder:
Pay Itein Pay Unit
Coir Fiber Mat Square Yard

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BL'GIN PROJLC'l l7BP,7.X.6(
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NOTli: THIS PROJECT 1S NOT 7N �l AIUNlCPrIL 40UNDA
CLEARING ON THlS PROJECT SIIALL BE PGAFORAICU
TO THE L7A17TS CSTABLISFlGU BY hfETHOD I!.
GRAPHIC SCALES
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NANRAL RESOUACES OIVISfO.\' OF I{'A7ER Q�Ii1LII]'.
P�epa�ed in th� Office oG
SUNGATE DESIGN GROUP, P,A,
915 JONES FRANK�IN ROA�
RqLEIGH, NORTH CAROLINA27606
TEL 919 85&2243 FAX [phone]
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ENG FIRM LICENSE NO. C�890
2012 STANDARD SPECIFICATIONS
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TIIIS P1LO.iECT CO\1'AL�S
CROSION CONTROI. PL1NS
roic c�.ruu,�c nnm
GRUBBLVG I'HASG Ol>
17BP.7.R.60 co�srtwc'r1o�.
�
t�
a
xo,m,�, sa�m.a n�a,a�v,
JOSHUA G. DALTON, PE, CPESC
LEVEL III NAME
3552
LEVEL III CERTIFICATION NO.
7ne rouo,,;�; .o,��a, e�s�,i� ���a,�d, �, apoeu �� ^no,a�3r s�a,.a n.�„ow'- xo.a„�, n<.�a�
❑Ne- N. C. �ep,venem of TreRporuviou - kilel;h, N. C., d3oed Jeno.� i012 evd �he 13ee.i
' n �hzrero are evv��able �o �Aie nroieu eud b�'rekrenac hce.br vrs mmiJarsd e pvc ot
thesc plam.
I60i.01 0.'tro3d &miav ConimlDemil 16d1.01 Ibe6 ide�SeJimeneTrep'1)pe.1
1605.01 9'emporzry Sih Fencx 1613.02 Rock Weo Sedimem Tnp Tyye 0
1606.01 SeFeielSedimcn[Couo-olFeuce 16J2.03 RocX InletSed'vuzmTrap Tyse C
I60].01 C�sel Cmscrvcuon Envan.- 1633.01 Tempo.ary Mek SJe LLecA T�re A
1Gi3.01 Temvorary Berme end Slope Ilruins 1633.W Temeoea� Itock SJ� Che.l. T�pz tl
I630.01 Iliser Biin 1634.01 Tm�pora� Hoak Sedlment�zu� 1)pe T
IfJ0.02 SJi Pafm T�ne R 1631,03 Temvorep� RocL SeJimeni �am 'fyye B
1630.03 Tempowp Sile Ilimh 1635.01 It�ok Pipz lde� SNfmxm T�vp'1)ye A
1630.0{ Sulli�d 6vin I635.02 Raok Pipe lule� Sedlmem Tnp 9}pe H
1630.05 Tempomr� D'n«sim IGI0.01 Coir Fber Us➢lo
1630.06 SpcciJ Su1W�E ��N IG/5.01 Tcmporu.y Stream trmsing
1631.01 �Imcin; lus�alhtion

WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL
EXCELSIOR WA�I'1'LC
I�
\�
�
See Inset A
DGE OF P�VEMENI
MATTING---
Oti�� e�
5
BACK \
SLOPE
\O
�S��I��FiIG VI�W
2'(MAX.) —\ 2' UPSLOPE
STAI<E j—NA7URAL GROUNI)
��� �`\ � % �
� I I ��%; ��'� ,/�� Il -��- IT���T�-
M��r�r i NG
2 IN.-
��
2' DOWNSLOPE
STAI<E
CROSS SECiI6N
VEE DITCN
see �nset c� 2� UPSLOPE
STAKE
%, � �!�
�
MATTING ' �"/� � � �
CROSS SECTION
TRAPEZOIDAL DITCH
NATURAL GROUND FLOW
2' DOWNSLOPE
STAKE
NOTES: I I
USE IdINIIdU61 12 IN. DIAldETER EXCELSIOR YlATTLE.
USE 2 FT. V'lOODEN STAKES WITH A 2 IN. BY 2 IN. N01,11NAL CROSS SECTION.
ONLY INSTALL LYATTLE(S) TO A HEIGHT IN DITCH SO FLO'N V7ILL N0T VYASH AROUN�
L7ATTLE AN� SCOUR DITGH SLOPES AND AS DIRECTED.
INSTALL A 6fINIldUh1 OF 2 UPSLOPE STAKES AN� 4 DOlYNSLOPE STAKES AT AN ANGLE
TO I4EDGE NATTLE TO BOTT01d OF DITCH.
PROVIDE STAPLES AfADE OF 0.125 IN. DIAh1ETER STEEL V�IRE FORIdEO INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXII,tATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF L4ATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL LIATTING IN ACCORDANCE 17ITH SECTION 1631 OF THE STANDARD SPECIFICATIONS.
PRIOR TO POLYACRYLAl.1IDE (PAA1) APPLICATION, OBTAIN A SOIL SA1.IPLE FROId PROJECT
LOCATION, AND FflOEi OFFSITE LIATERIAL, AND ANALYZE FOR APPROPRIATE PAIA FLOCCULANT
TO BE APPLIED TO EACH L'lATTLE.
INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAh1 OVER LYATTLE V7HERE
VYATER V7ILL ROY! AND 1 OUNCE OF PAh1 ON 61ATTING ON EACH SIDE OF PlATTLE. REAPPLY
PAl,1 AFTER EVERY RAINFALL EVENT THAT IS E�UA� TO OR EXCEEDS 0.50 IN.
PAM
i i„�� �z oz. i��
\---� PA
INSET A �� �Z' �
\ \ \�\����
VAR.
UPSLOPE
STAKE
�i oz.�
INSET B
��
INSET C
\ __ \
�� ��12"(1.1IN.)
,�_ DOWNSLOPE
� STAKE
�' PAM
��, oZ. �
��
� � �
:
I �see �nset e MATTING
2'(hIIN.) 6'(h1IN.)
TOP VIEW

TEMPORARY ROCK SI LT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
SEDIMENT CONTflOL STONE
STRUCTUHAL STONF
1' MIN
FLOW
B°_�_�11
-- —_ _ ;
__ ;
Fl -
�,
� i
>:
, \`i - ,
EXCELSIO
MATTING
Is3
I'L.AN
2/3 CHANNEL
WIDTH
' ,. ;�
SECTION A-A
EXCELSIOR
MATTING
See Inset A
G0.01ECi HffE0.F\CE NO.
l7BP.7.Rfi0
w�i snen no.
ROAU'HAY OESIGN
EVGINFfR
NOTES:
INSTALL TEMPORARY ROGK SILT CHECK TYPE A IN
ACCORDANCE WTTH ROADWAY STANDARD DRAWING N0. 1633.01.
USE EXC�LSTOR FOR MATTING MATERIAL AND ANCI�OR
MF�TTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PI�I�I� -f� POLYACRYLAMIDE (PAM) APPLICP,TION, O�TAIN
��OiL SAMPL�E FROM PROJECT LOCATION, AND FROM OFFSITE
MA��f�IAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
I� �� Af'P�TED TO EACkI R�CK SILT CHECK.
1NTTTAI..1_Y APPLY � OUNCES OF POLYACRYLAMIDE (PAM)
'1�0 TOP �F MA°fTING SECTION AND AFTER EVERY RAINFALL
f:V�NT TWA1' kQUALS OR EXCEEDS 0.50 INCHES.
INSET A
CLASS B STONE
1' MIN �
H = 2�MIN �
l
SECTION B-B
EXCELSIOR
MATTING
I 1-
— CLASS B STONE
�
�NOT TO SCALE '

�I[�l[Sl[�� C�1F�" 1�[][�GI�[����y�
�����]E �lF' 1��T���C�-� �CAll$�IL][��
SOIL STABILIZAT"IOI� SLIMMARY SHEET
MATTING FOR EROSION CONTROL
MATTIIIIG FOR EROSI0111 CONTROL

���,����� ��' ���S��y P�i1p�
��I°�°I�l� �I� l��lE�°I�l�[ �C.�IE$�ll.,l[��
SOIL STABILIZATI01� TIMEFRAMES
Sl7 F_ DESCRIPT lON
PERIMETER DIKES, SVdALESq DITCHES AND SLOPES
HIGH QUALITY WATER (HGW) ZONFS
SLOPES STEEPER THAN 30l
SLOPES 3al OR FLATTER
ALL OTHER AREAS NIIIH SLOPES FLATTER THAN 4�1
s �A�iuzqT ion� TiM�
7 D/�YS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
rxaecr zErexen�ce n�o.
ENGWEE0. I E\G.RfE¢
Ti��E �R���E ExcE�TioNs
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2e1, 14 DAYS ARE ALLOWED,
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTHo
NONEg EXCEPT FOR PERIMETERS AND HQW ZONES

NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE �
ENGWEER.
NOTE:
PER!1.1ETER EROSION COMROL ME45URES SHAII BE
WSiAILE� DUPoNG CIEARING AND GBUBBING PHASE.
NOiE:
PtACE iEl.\PORARY ROCK SEOIMENi DM15 ttPf - e
AND TFIAPORARY ROCK 9LT CHFCKS IVPE - A AT
DRAINAGE OUiLE�S.
S
`c
1
\ 1/
���i�'��� `Li�A�I' ���� ����
CLEARING AND GRUBBING
E0.0510N CONiROL FOR
GONSiRUCTION SHEEi 04
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NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED A$ DIRECTED 8Y THE
ENGINEER.
Place M<dlinc� for F.rosion Conirol
on Slope as Work Allows.
Sta.17+OD -L- fo 6e�. 6ridt�e
Plnce Coir Fiber Matlin�
on Fxcavated Areas Under Brid�e
us Work Allows.
1��$����1�T �C��T�IF$C�➢II� I�ILs.��
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and ��viTes I�IICF�IELLE C� I�/�OOREFIELD
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o EROSION CONTROL IN 71iE ��
o n, pROPOSED DITCIi lIN-L '
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o uuaa�sfieo seuauae_
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CONSTROC➢ON SHEEf OA
Place Matling for Erosion Confrol
on Slope as Work Allows.
End Bridc�e to Sfa.13+b5 -L-
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Place Mutting for Erosion Confrol
on $lope as Work Allows.
End 6ridge to Sta.14+00 -L-
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July 28, 2014
Mr. Jerry Parker
NCDOT Division 7 Environmental Supervisar
North Carolina Department of Transportation
Post Office Box 14996
Greensboro, North Carolina 27415-4996
Dear Mr. Parker:
Subject: EEP Mitigation Acceptance Letter:
Division 7 Project, Replace Bridge 53 over UT to Belews Lake oi1 SR 1114 (Renn Road),
Rockingham County; WBS Element 17BP.7.R.60
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on July 25, 2014, the
impacts are located in CU 03010103 of the Roanoke River basin in the Central Piedmont (CP) Eco-Region, and are as
follows:
Roanoke Stream Wetlands Buffer (Sq. Ft.)
03010103 Non- Coastal
cp Cold Cool Warn� Riparian Riparian Marsh Zone 1 Zone 2
Impacts 0 0 46.0 0 0 0 0 0
(feet/acres)
T�ome ot tne stream ana wetiand impacts may be proposed to be mitigated at a I: I mit�gahon ratio. See perrnit application for details.
This impact and associated mitigarion need were under proj ected by the NCDOT in the 2014 impact data. EEP
will commit to implemei7t sufficient compensatory stream mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the N.C.
Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument dated
July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer
be valid and a new mitigaeion acceptance letter will be required from EEP.
If you have any questions or need additional informarion, please contact Beth Harmon at 919-707-8420.
Sincerely,
James B. Stanfill
EEP A et Management Supervisor
ec: Mr. David Bailey, USACE — Raleigh Regulatory Field Office
Mr. Dave Wanucha, Division of Water Quality, 401/Wetlands
Ms. Nicole Thomson, NCDOT Division 7
Ms. Linda Fitzpatrick, NCDOT — PDEA
� File: SR ll 14 — Bridge 35 — Division 7
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