20140654 Ver 1_Application_20140627

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STATF. OP NORTI-I CAROLWA
DLiPART�4GNT OF TRANSPOR'fA7lON
PAT McCRORY
GOVERNOR
Jtmc 25,2014
US Artny Corps of Engineers
Ralcigli Regulatoiy Pield Office
AtUi: Mr. Dave 13ailey
333] Heritage Trade Dr., Ste. 105
Wake Foi•est, NC 27587
Attention: Mr. Dave Bailey and Mr. llave Wanucha
ANOTI IONY J. TATA
Secaer�av
NC Divisioi� of Water Resow�ces
VJi��ston-Salem Regional Office
Attn: Mr. Dave Wamicl�a
585 Waughto�vn St.
Winston-Salem, NC 27107
Subject: Notitication for tite re�lacement of Bridge #153 over To�vu Crcelc m� SR 2189 (Mosley
Loop) in Rockingham County. W13S �F 17BP.7.R.60
Dear Mr. Bailey and Mr. Wanucha,
"I'he Noith Carolina Department of Transportation is scheduled to replace Bridge #1533 ���ith a new
bridge at the same Iocation. I l�ave iucluded the Attachments G& L with a project description and a set
of thc pro_ject plans. A storiuwater managcment plan is also attached. Ple�se review this project for
compliancc by your Division.
1��c plan to begin construction as soon as possible. If further information is requirecl, please contact Jerry
Parker at [phone]. Your early revie�v and consideration will be appreciated.
Sinccrcly,
�� �,Q/) ��Y �
M. Mills, P.E.
Division Engineer, Division 7
Enclosures
cc: Gary Jordan, USI�\��S
Tim Powers, NCDOT
Barry Harrington, Roadside [:nvironmental Field Operations lingineer, NCDOT
Jeremy Wanen, NCDOT
Bobby Norris, Dislrict 3 Eugineer, NCDO"1'
File
P.0.13ox IdI9G,Gaeens¢oao,NC 27415-�4J96
PHONe(336)33d-3192 F,�x (336)33d-3637

Pa( McCrory
Governor
���'r��
�
NCDENR
North Carolina Department of Environment and Natural Resources
John E. Skvarla, III
Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: B-N/A County Rockinqham
Bridge No. 153 over Hoaan's Creek
WBS Element Nurnber 17BP.7.R.60
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: June 25. 2014
Applicant Name: NCDOT
Applicant Address:__ 1584 Yancevville Street
Greensboro. NC 27415
Primary Contact for Project: Jerrv A. Parker
Phone No.: 336-256-2063
Is this an after-the-fact application: Yes X No
River Basin: Roanoke River Basin
Stream Classification:22-31; C' 030202
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3— Maintenance
State: General Water Quality Certification #3883 and/or Buffer Authorization
Local: None
Project Description — The project consists of replacing Bridge #153 over Hogan's Creek on SR
2189 (Mosley Loop) and improving roadway approaches. The existing 70' L X 18' W dual span
bridge with concret deck on concrete piles is structurally deficient and will be replaced with a
new, dual span 100' L X 27' W, cored slab bridge at the same location. An off-site detour will be
utilized during construction. The project involves no wetland impacts (there are no wetlands on
the project site) and 59 linear feet of permanent stream impacts which are restricted to only the
stream banks for stabilization purposes. The thalweg of the channel will not be impacted.
There are no deck drains on the bridge; instead, stormwater runoff will be captured and
Transpohalion Pennitting Uni�
1650 Mail Service Cen�er, Raleigh, North Carolina 27699-1650
Location: 512 N Salisbury SI., Raleigh, North Carolina
Phone:919�707-87841 FAX:[phone]
Internel: ht�p:llportaLncdenr.orgle:ebl�vq
An Equal Oppotlunity 1 Afnrmalive Acllun F.mF'�oyer
One
NorthCarolina
�1%zttu��rll�

discharged into existing roadside ditches and outlet at non-erosive velocities. Biologists from
the Biological Surveys Group surveyed the project site for Roanoke logperch and James spiny
mussel and concluded that the proposed project "is not likely to adversely affecY' the federally
endangered James spinymussel and Roanoke logperch. Please see attached summary
documents from NCDOT. The Bald Eagle is protected in every county in North Carolina under
the Bald and Gold Eagle Protection Act; however, no suitable feeding/water source is located
within one mile of the project study area to support Bald Eagle habitat.
Signature: ,` /� ��� V V�.(Q1;� I���'� ��
PrintName: , ). � I"I,���,5
Title: , c1J� v�i5 i��Y� � Y�G i i'l � P�
�

LowlMinimal Impact Bridge Project Data Sheet
TIP NO ron
WBS nea t aco
Coun eo �.��snam
Brltl e Num6er �eoisa
Deecription B�age�amsao�x�HOS���c�eexo�sa
i1B9 f.be�e Loop
BB9�11 Roanoke
ClasslFlcatlon �
SIN zx-si
Stream TYPe ce�e�rvai
Slze azi:eiainaaga
T e an�ro:eoco�� oe:co�i�seam:
Exls�Ing Slructure Size �a�. is�
Suff. Rating ]93
ProposedStructure T pe z<'�co�.esiae
Size I�:mmo�uo o�p mr x n�
Stream USACE Im acts LF v=�, s° �F
Non 4041m acfs LF rco
USACE Im acts (AC� �m
Wetlands Nan4041mpacb(AC) n�o
CAMA Impacts AC r+o
NC DWQ Buffers hn acis (SF) �+�
BuF(or A lication fte uired >40 ft YIN) r+o
NC DWQ SlormWater Permit Permit Required �YINj n�o
HabiWt(y/n) eida�.4=�a.r�o�,Hr:�,brepnnm:.No;
P horeaPS-l:o; R M1!iGmmu-I:o
T&E S ecles Present �+o�e
E /se✓9afa-NOEHec[ H.IeumNpnalus-
Bto Goneluslon No EflecP, P borea�is-KOEY.ecl; R
M1M1.MUUr I:o [Ilttl
Moratorium T pe rco
Dates
NalivelHatche rm
Trout Waters irout 5 ecies Present �+o
Trout Condltions IYIN im
WRC Reviewer no
CAMA AECs �+o
Essential Fish Ha6ilal !n rm
Nav. Opening �:o
USCG Permit r+o
His[oric Properties �:o
Archaeoloqical Resources r+o
Trlbal Lands uo
4(fl Resourocs �+o
6(Fl LWCFI Resources �:o
Wild and SCenic River �o
Forest Service Lands r+o
NA Area no
FEMA Buyout h�
FEM� Flootl Stud va:
USTS Haz Mats ��o
Relocatees �'o
Location �T a:asnsvoo
LONG i9908�8990
Project Comments
Completetl by: Davin M14orrison, PE � _
�eae ena��ee�
_ ____JerryParker _�
len��,anme�mi orc�e
61212014

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Map Location USGS Map " Figure 1
NC DOT Bridge 153 over Hogans Creek �
Mosley Loop, Madison, NC o.�,,Rr,��
ROCKINGHAM AswE� Rockingham County A��� 'Rd4
STOKES Q
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Mayodan Quadrangle '.K:.%"- x�
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Map Location Soil Map " Figure 2
NC DOT Bridge 153 over Hogans Creek I
ROCKINGHAM Mosley Loop, Madison, NC � �Q'pNoRTi%C4qo
sroKes � qswE� Rockingham County hp o�
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Soil Sheet 3 ' �
Rockingham Soil Survey, 1992 '* ��
FORSYT GUILFORD MANC April23, 2014 �``^�rorraaNS���
1 inch = 2,000 feet

Divisioi� 7 Biological Surve}�s, Rockingham County.
Hoean's Creel< at SR 2189. A�oselv Loop Road, Bridge # 153
Fish commu��ity aud imissel sui��eys ���ere cw�ducted on August 25, 2011 6}� I�iCDOT persotmel
Neil Medlin (Permit # NC-2011 30), Jared Gray, Heather A��allace, aud Tim Bassette. The
survey reach extended approximately 500 meters Uelow� the bridge to roughl}� 50 meters above
tlie bridge. Hogan's Creek averaged six (6) meters ��,�ide in the reach �a�ith some areas of baiil<
erosion. The land around the stream was mostly forested from Bridge # 153 do�a�nstream to tl�e
llan River - a distance of almost one (1) streaui mile. Tlie substrate in il�e surve}� reach was a
mix of silt, sand, gravel, cobble, boulder, aud bedrocl< �aith cobble being the dominant subshate
type and saud Ueiug subdominant. Althougl� stable habitat ���as present, no evidence of
fresh���ater mussels ���as obser��ed duriug the 0.5 persocrl�our search. The Asi1n clam (CorGicula
flimtineu) was found to be rare. The fisl� communit}' surve}� }�ielded a total of 28 species of fish,
includiug tlie state threatened bigeye juinproek (Scar�mri��zon arionnraus), but no Roanol<e
logperch. Suitable habitat eaists tluoughout the surve�� reacl� for the Roanoke logperch.
NCD«Q condttcted fish communit}� surve}�s immediately upsheam of Bridge # 153 at IVC 704
in 2004 and 2009 as part of their basin assessnteut program. I�io Roanoke logperch ���ere
collected during these surveys.
`1'entative Biolo�ical Conclusions
James spinymussel: No Effect
1Zoanokc logperch: A�a}� Affect, Nol Likely to Adversel}� Affect
To���n Creek at SR 1974, 1'o�n�n Creek Road, Bridee # 73.
Fisli community and mussel sw veys �vere conducted ou August 26, 201 1 b}� NCDOT persoimel
Neil Medlin (Permit # NG2011 30), Jared Gray, Heather Wallace, and \�att Haue}�. "I'he survey
reach ���as rottgl�ly one (1) stream mile upstream fi�om the Dan River and extended from
approximatel}� 400 meters belo��� the bridge to 100 meters above it The stream ���idth ���as
variable, rangiug from narro��� constrictions of roughl}� one (1) meter aroui�d saild bars to as
nmcl� as ] 0 meters. Moderate areas of Uai�l< erosion �n�ere observed in the survey reach ���ith
abundant sand aud gravel bars present. The stream suUstrate �n�as largel}� unstable and consisted
of silt, sand, gravel and some boulder. Sand was by far the domivaut substrate ���ith gravel
sttbdominant. The land area surroLmding the stream reaclt surve}�ed was primarily forested. No
evidence of fresliwater mussels was found in 0.5 persoil-tiour of search time. The Asian clam
(Corbicula flinnii�en) ���as found to Ue common iu patches. A total of 25 species of fish �a�ere
documented during the fish communit}� sw�vey, inclttdiilg the state threatened bigeye jumprock
(Scartonryzon arioi�vnus). The mostly unstable suUstrate provided only patchy habitat for
freshwater mussels and marginal habitat for the Roauoke logperch.
Tentative Biolo�ical Conclusions
James spin}anusseL No Effect
Roanoke logperch: A4a}� Affect, Not Likel}� to Ach�ersely Affect

DEPARTMENT OFTHE ARMY
WILMINGTON DISTRICT, CORPS OF ENGWEERS
69 DARLINGTON AVENUE
WIIMINGTON, NORTH CAROLINA 28403-1343
REPLY TO
aTren��o��oF�. January 14, 2014
Regulatory Division
Action ID. SAW-2013-01845
Re: Memorandtmi of Agreement (MOA) for NCDOT replacement of Bridge No. 153 on SR 2189 (�4osely Loop)
over Hogans Creek, east of Madison, in Rockingham County, No�th Carolina. The project will adversely affect
Bridge No. 153.
7ohn T. Eddins, Ph.D.
Advisory Cotrocil on Historic Preservation
OfFice of Federal Agency Programs
l 100 Pennsylvania Avenue, NW, Suite 803
Washington, D.C., 20004
Dear Mr. Eddins:
Enclosed please find a cop}' of the MOA beriveen the US Army Corps of Engineers, the Noith Carolina
Department of Transportation (NCDOT), and the State Historic Preservation Office, that was developed to address
the Adverse Effects of the proposed replacement of NCDOT Bridge No. 153 on SR 2189 (Mosely Loop) over
Hogans Creek, east of Madison, in Rockingham County, North Carolina. Inasmuch as it was necessary to secure a
Corps permit under the authorit}� of the Clean Water Act, and there is no other known Federal action relaYed to this
project, the Wilmington Dish�ict Corps of Engineers served as the lead Federal agency with respect to ensm�ing
compliance ���ith Section 106 of the Historic Preservation Act A pern�it for [he referenced project, if issued, will
contain a condition that obligates NCDOT to comply with the provisions contained therein.
In accordance with 36 CFR §800.6(b)(1)(iv), we are fonvarding a copy of the executed MOA for your records.
If you have any ques[ions or need additional infoi�nation, please contac[ Andrew Williams, at the Rnlei�h
Regulatory Field Office, telephone [phone], ex[ension 26.
Sincerely,
VV°��
�
�Scott McLendon
Chief, Regulatory Division
Enclosure
Copies fin'nished (�vith enclosure):
Ms. Renee Gledhill-Earley
North Carolina Deparhnent of Cultm'al Resources
State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617

PAT MCCRORY
Go��arioR
�O�
���
STATE OF NORTH CAROLINA
DEPARTMENT OF TR�INSPORTATION
Februaiy 15, 2013
RECEivEc
JUN 5 2013
RALEIGH REGULATORY
ANTHONYJ.TATA
SecrsErnar
Mr. Andrew Williams � � � � A �� �
US Army Corps of Engineers JUN 10
3331 Heritage Trade Drive Suite 105 2013
Wake Porest, NC 27587
FiEO' w�l,�� FLD� OFG,
Dear Mr. Alsmeyer:
RE: Memm-andum of Agreement, Replace Rockingham County Bridge No. 153 on SR 2189
(Mosely Loop) over an unnamed creek.
The above-referenced project is subject to compliance �i�ith Section 106 of the National Historic
Preservation Act of 1966, as amended, and implemented by the Advisory Council on Historic
Prese�vation's regulations for compliance codified as 36 CFR Part 800. Enclosed is
Memorandum of Agreement (MOA) required for the resolution of adverse effects.
After consultation with the North Carolina State Historic Preservation Office, it was detemii��ed
that the subiect project would have an adverse effect on Bridge Number 153 over an unnamed
creek in Rockingham County, a bridge detennined eligible for listing in the National Register of
Historic Places by the State�vide Historic Bridge Inventory in June of 2003. Subsequently, thc
North Carolina Department of Transportation has drafted a MOA to mitiga[e the effects of the
proposed undertaking on both historic properties. Please fornard the signed MOA to the
Advisoiy Council for their files. This filing is the fonnal conclusion of the Swtion 106 process
and must occur before the undertaking is approved.
If you have any questions concerning the accompanying information, please contact Mary Pope
Fun, Supervisor, Historic Architecture Section, at (919)-707-6068.
Attachments
cc: Ramona Ba�tos, NC HPO
Pam Williams, NCDOT
MAILING ADDRESS'
NC OEPART"AeNT OF TRNNSPORTA?IDR
PkUJECT DEVEIUV`AEY f& ENVIR01:!dEN?h! ANnLVSiJ UNI �
1598 NIHIL SEkVICE CENiEft
R:,��_e�c;�NC z�se�-tsne
Sincerely,
S ���'
Shelby L. Spillers
Architectural Historian
re�e�HOr;= sie-�o7�saoo
FA%. 9'.9-2 i 2-985
weES�re�aco�r �cv
LOCATION:
G9+T'JRY CEK?ER, 8Ut011JG B
1020 81RGrt RIfJGc DRWE
P.a:eiGn NC 27610

MEMORANDUM OF AGRE�MENT
AMONG THE UNIT�D STATES ARMY CORPS OF ENGIN�
THE NORTH CAROLIlVA DEPARTMENT OF TRANSPORTA
RECEIVEC
JUN 5 2013
RALEIGH REGULATORY
FIEID OFFICE
AND
THE NORTH CAROLINA 5TATE HISTORIC P12ES�RVATION OTFIC�R
FOR
THE REPLACEMENT OF BRIDGE 153
ON SR 2189 OVER AN UNIVAM�D CREEK
ROCKiNGHAM COUNTY, NORTH CAROLINA
NCDOT PROJ�CT No.17BP.7.R.52
WHEREAS, the United States Army Corps of Engineers (iJSACE) has determined that
the replacement of Bridge 153 on SR 2189 over an uiulamed creek in Rockingham
County, North Carolina (the Undertaking) will have an effect upon Rockinghani County
Bridge No. 153, a structure determined eligible for listing in the National Register of
IIistoric Places (NRHP); and
WHEREAS, the USACE has consulted with the North Carolina State Historic
Preservation Officer (SHPO) pursuant to 36 CFR Part 800, regulations implementing
Section 106 of the National Historic Preservation Act (16 U.S.C. 470 fl; and
WHEIZEAS, USACE has notified the Advisory Council on Historic Preservation
(Council) of the adverse effect and it has declined to comment or participate in the
consultation; and
WHEREAS, the North Carolina Department of Transportation (NCDOT) has
participated in the consultation and has been im�ited by USACE and the North Carolina
SHPO to be a signatoiy to tlus Memorandum of Agreement (MOA);
NOVV, THERErOR�, USACE, NCDOT and the North Carolina SHPO agree that the
Undertaking shall be implemented in accordance with the following stipulations in order
to lake into account the effects of the Undertaking on the historic property.
STIPULATIONS
The USACE & NCDOT will ensure that the following measures are carried out:
Photorecordation
Prior to the initiation of construction, NCDOT will record the eaisting condition of
Rockingham Bridge No. 153 and its surrotmdings in accordance with the attached
Historic Structures and Landscape Recordation Plan (Appendix A). Copies of the
documentation ti�ill be deposited in the files of the State Historic Preservation Office
and NCDOT Historic Architecture Group.

VI. Terminatio❑ �
Any of the Signatory Party(ies) may terminate the agreement by providiug notice to
the other parties, provided that the signatories will consult during the period prior to
termination to seek agreement on amendments or other actions that would avoid
teimination. Tei7nination of ttus MOA will require compliance ��itli 36 CFR 800.
This MOA may be terminated by the execution of a subsequent MOA that explicitly
terminates or supersedes its tenns.
VII. Duration
Unless terminated pursuant to Stipulation VI above, this MOA will be in effect until
USACE, in consultation with the other Signatory Parties, determines that all of its
teims have satisfactorily been fulfilled or if NCDOT is unable or decides not to
construct tlie Undertaking.
Execution of this Memorandum of Agreement by USACE, NCDOT, and the North
Carolina SHPO, and implementation of its terms, evidence tl�at USACE has afforded tlie
Council an opportunity to cotnment on the Undertaking, and that USACE has taken into
account the effects of the Undertaking on the historic properties.
SIGNATORIES:
� /(/
By: Date: � y / / " ��
Steven A. Bal� , Colonel
US Army District Commander
United States Army Coips of Engineers, Wilmington District
By: ;�e.�-� ��-�-.v.--` Date: ,S Z I
Kevin Ch ry, Ph.D.
Noith Carolina State Historic Preservation Officer
North Carolina Depu-tment of Cultural Resources
By: �( Date: s / lJ
Robert Andrew Joyner, .E.
Human Em�ironment Section Head
North Carolina Department of Transportation

RECEIVEC
JUN 5 2013
APPENDIX A I RALEIGH REGULATORY
FIEID OFFICF
Historic Structui•es and Landscape Recordation Plan
NCDOT Project No. 17BP.7.R.52
The Replacement of Bi•idge 153
On SR 2189 over Unnamed Creek
Rockingham County, North Carolina
Photographic Requirements
� Elevations and oblique vie���s of Bridee No. 153 and its settiug.
• Representative structural and ornamenta] details of the bridge.
Photographic Format
� Color digita] images (all views). Images are to be shot on a SLR digital camera with a
minimum resolution of 6 megaUyte pixels, at a high qualit}� (preferably RAV� setting,
to be saved in TIF fomiat as the archival masters and labeled according to the State
Historic Preservation Office standards.
a All processing to be done to u�chival sta�idards.
e The accompanying printed inventory of the images — including subject, location, date,
and photographer infomiation for each image — is to be completed according to the
State Historic Preseil�ation Office standards.
Copies a��d Curatiou
One (1) set of all above mentioned photographic documentation, including a compact
disc of labeled images, ���ill be deposited with the North Carolina Office of Archives
and History/Historic Preservation Office to be made a permanent part of the statewide
survey and iconographic collection.
One (1) contact sheet shall be deposited in the files of the Historic Architechue Group
of NCDOT.

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SW IIAPACTS
LEGEND
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GRAPHIC SCALE
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See Sl�eef I-A For Index of Sleets
See Sl.�el I-B Far Standa�d Symbolegy Sf�ef
NOTE: CLEARlNG ON TH/S PROJECT SHALL BG PERFO/LlfED
70 TH8 L7A17TS EST9BL/SHED BY AfOD7FIED AiGTNOD 77.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20�71 �� J
PROFILE HORIZONTAL)
DESIGN DATA
ADT 2000 = 140
ADT 2025 = N/A
DHV = N/A
D = N/A
T = b%
V = 35 MPH
SU�REGIONAL TIER DESIGN
FUNC. CLASSIFICATION:
LOCAL
��'A�'1°lE', CO1� �c�IR,°�'1�[ �C�,�lE��1L,���
]U�����]�Q�l� C��' �l��C'u�i'Y���'�
ROCKI11tGHAM
1
LOCATIOI�7: BRIDGE #780153 OVER
OI�1 SR 2I89 (MOSLEY
CO U1�TY
WORK GRADING, PAVII�IG, DRAINAGE, f� STRUCTURE
STREAM IMPACTS
DESIGN L•XCL•PTION FOR {'6RTlCAL CURVES
AND STOPPINf, SfGNT DIST�INCG
PROJLCT LENGTH
LLNGTH OF ROADIVAY PROJCCT UIIP.7.R.60 = 0.057 MILES
LGNGTH OF STRUCTURE PROJECT IJBPJ.R.60 = 0.0/9 MILES
TOTAL I.ENGTH OF PROJLCT l7BP.7.R.60 = 0.076 AIILES
NCDOT CONTACT: VIRGINIA MABRY
Transportation Program Managemenl Unif
PLANS PRL•PARLD FOR THE NCDOT BY.• HYDRAULICS
STY/RALPH WHITEHF,AD ASSOCIATLS, INC. Excm'EER
900 II'er� ]'rade 5�., Sre. 9I5, Cha.lonr NC, 28202
NC Lioenre Nvmber F-0991
zo�z srasn.exn srccrFrmirro.vs
RIGHT OP {YAY DATE: KIT A. PERSIANI PE ROAnIVA1'
MARCH 7, 2012 raaiecr sxcm�een DF.SIGN
ENGlNGER
LGTT/NG DATE: I ETHAN P. WRIGHT, EI
MARCH 7. 2072 PRO�ccr ossrca ���axsea
176P.7. R.60
�
PERMIT DRAWINGS
REVIEW SUBMITfAL
SUOMITTED: ObDY2014
SUBMITfAL #5-199R7
N5� R!0o�
N�3
PRELIDfINARY PLANS
D![�ISlON OF HlGHN'AYS
STATG OF NORTH CAROL7NA
QF XOA H
t` C� O
;` �,
i/° ��
\�R4'�T 1RI.M���e4e �

LEGEND STREAM PERMIT IMPACT
AREA (AC) LENGTH IFT)
� W�ATERES WESURFACE SWR'IAIPACTS
(0.01 59
SITE 1
570
565
560
555
550
545
v
0
N
\
m
PROP.DITCH-1
� \ 410=0.9ds �
� V10=].9lpz
21 ,
, S TUCKER,CLARENCE
l�-Y DB 1000 PC 1939
JJ ExISTING R/� '
� i
o �
o F i
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F_ _ __ -__ _
~� -L-
�i � SR 2189 AIOSLEY LOOP N lS 56' 23P E
F�' � — - - ---
�� F _ _-- ��
EXISTI G6 R/W ��
z� PROP.OITC
QI0-1.4ds
Tl1CKER, CLARENCE VI0=3.91ps
�B 1000 PG 1939
BE6/N PROJECT (IBP.7Rb0
-�- sia mrubuu
EL = 568.48'
BRIOGE HYDRAUUC DATA .
OESICN DISCHARGE = 37RJ CFS �'
DES.�GN FREWEM1'GY = 25 YRS
DfSICN iM1Y fLEVAT104 = 559J0 FT
BASE OISCHARGE = 5493 CFS
BASE FR£WENC/ - 100 YRS
9ASE H�Y ELEVATI04 - 560.4/fT
OJER�OPPIYG DISCHPRGE= 5A� CFS
O/ERTOPPING FREW£h'LY= 2(V YRS
OlEIl�OPPIh'G ELEVArlO.V = 56l] FT
DATf OF SUR✓EY = 03/26/l2
WS.ELEVATlO,l 59870 FT
AT DATf OF SURVEY `
10+00 10+50
IAON
/ /
� /
� �
�
V� ��
�� � �
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�
PER/MNENT IMPACT M
IN SURFACE WATERS
�BANK �{RBJLIZATION�
�J'
��rviy�sai��
��
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PROP. PIPE-1
p10=1.3ds
VI0=1.41Ps
PERMANENT IMPAQS
IN SUNFACE WATERS
(BANK STABIIIZATION)
ww n�eer rvo.
SMITH—ROWE, LLC a°AE����a���� ��NEER�
PRELIDIINARS" PLANS
. �P fOR N\'SiI(t'ClIOV
� S7'V / Ralph �Vhitehend Associates, Inc.
eoo wESi maae si., sie. ns
enaroue,ric zazoz
t!C Ga�=e qurnber P-0991
22
rx lAARTIN, JOSEPH
DB 1340 PG 903
_ _ \p�
F\
-_-_ _- ' _ \ �
�_' ___- _ '_'__� �\ � ' � Fk�STiN� BPAY� JAlAES
� �;� o Ri�,� DB 857 PC 1035
� �� e� :E \
�
�
' LOGAN, SAlAMIE "vC R
�B 901PC 2077
M1�AkTIN, JOSEPN
OB 1390 PG 903 +M DESIGN EXCEPTION FOR HORIZOhTAL CUftVES
/ AND S70PPlN6 SlGH7 DISiMlCES.
%
� DESIGN EXCEPTION FOR VER7ICAL CUf7✓ES lvVO
STOPPING SIGNT DISTANCES.
� Pl = 12+90.00
Pl = ll+IOAO EL = 55957'
EL = 56/37' VC = 8d
VC=I60' K= 26
K- 2� BEGIN BRI�E END BRIOGE � OS = 25
M' OS = 25 -L- STA //+56.00 -L- S7A 12+56.00
Ld% POIN7
� \ PROPOSED 6RPDE� STA 12+76.00
g36,5i � ELEV = 559.89'
(-// /� �
P/ =/ff25.00 � — . .. . . . . . . . . . . . _ . _ . . . . . . (-Jl.('C�b% (+)2076
El= 55724 f-)2650% �_
P1=1/+50.00 �'Cs,yo� � ..
EI = 555d9 ' �- I EXlSTIh'G GRADE
Exisr erric�e
(-11393% ��_ � TO BE REI,�OVED
=1I+50.00 ��� I � �
= 55469 P1=1/+56.00 �_ /� . ,,. P/ =//+g5.00 /1I �.
El= 555.06 t` El= 0J6 y�/
PI =l1+56.� ('1 /269%J �
El= 55330 Pl=lI+85A0 f'Y' CLASS IIRIP RAP
i 1.5:1(TYPJ
EI = 55I3B
('18.05% � � �
UNCLASSIFIED STR � N.l'/5.= t%ATER LEVEL (3-26-121
EXCAVATION (7YPJ � ELEV - 5487d .
11 +00 11 +50 12 +00 12 +50 13+00
� ��
\
� y 46•ge`ST
O
. � �33✓
BRIL�E •780/53
NP� N RS 200�
_�
END PROJECT OBP7Rb0 — i
Pl= I3+68.00 -L- STA I4t06.00 � '
EL = 56119' EL = 56132' . � �. - �
VC = 76'
K= 44
OS=40
EXIST .-_. . .
'69% (+X1.34?J% . (+X1B266% _ i "� - ' _ .
`+j678.� . .-- .
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-L- STA 12+58.03 -L- STA 14+qq26 - � _ � -- � � - -=I
i3.�r cr zas3� �r — — i �
EL = 558.80' EL = 556.41' - - I - - � �-'
.� ___ F __ _. I__. - .
13+50 14+00 14+50
PERMIT ORAWING
SHEET 2 OF 7
570
565
560
555
550
545

�DENOTES PERl.1ANENT I PERl.1ANENT
IlAPACTS IN SURFACE SW IlAPACTS
YIATER
570
565
�� / / / / '�` � � � �
PERMIT IMPACT � i //// �// ��
nRen iac� �eNCrH iFn /�� � / �d/' � � / � SMITH-ROWE, LLC
<0.01 59 // /// �// � /�// � I
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� '^ � � � . C"'� � � � -- 900 Y:est imde SL. Sfe �15
/ � �� L � �� �� � � LM1atloLLe. tIC 28202
/ / \ � \. ._- � _
C 1;C Gcense Number �-0991
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560
BRI�E HYDRAUUC DATA
OESICN OISCNFRGE - 37QJ Cf5
OESIGk FREWEA'CY 25 YflS
DESIGN MY ECEVATlOV = 559J0 FT
555 BASE DISCHP!{CE = 549J CFS
BASE FREp/Eh'C/ ° ICO YRS
BASE HN E!£VATIOII - 5fi0.4/fT
0/ERlOPPAlC OISCHARGE = 5�Ct] CfS
0/ER(OPPIf:G FFEWEM1'CY= 200 YRS
0/ERrOPPIM1'C ElEVATlQ4 = 5617 FT
550
ONE OF SUlNEY = 03/26/l2
WS.ELEYNlO;I 54870 FT
AT DATE OF SU/NEY °
545
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10+00 10+50
Pl = ll+lOAO
EL = 56137'
VC = l6d
K= 27
* 05 = 25
—
PI =l1+25A0
EI = 55724 �-�
PI =l1+50A0 ��'
EI = 555.89
l-113.83%—
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BECIN BRIOCE
-L- SiA 11+56.00
PROPOSED
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-L- S7A 12i
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0%
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, TO BE RE�EO r
tl = JJD.Vb F
Pl =!/+56.Gb (-1 /2.69% �
El= 55330 Pl=ll+85A0 /
f-18.05% El= SS1.38
UfJCLASSIRED S7R
EXCAVATION (IYPJ
11 + 00 11 + 50
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Pl = 12+9p,00
EL = 55957'
vc = aa
K= 26
* OS = 25
STA /2fl6.D0
ELEV = 55984'
EXISTING GRADE � �
Pl = 13+68.�
EL = 56/13
VC = 76'
K= 44
OS = 40
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END PROJECT OBPJR60
-L- STA I4+06.00 �
EL = 561.32' .
'1 � / t`-°/ �CLASS lIRIP RAP
Y � L5:1(TYPJ BL-3 B1.1/
-L- STA 12+58.03 -L- SrA 14+4q26
� i '� 13.32' LT 2493' L7
EL = 558.80' EL = 556.41'
NJ%S.= 'VATER LEVEL (3-26-12J
e�v - sae.�a
12+00 12+50 13+00 13+50 14+00
P0.01fQ REFE0.fRCE NO. I SHE� NO.
ENGWEE0. ENGINEER
PRCLIDf[NARY PLANS
�s rox ro.
BRI�E •780/53
RS 2���
Np� 0yN
PERMIT DR.4WING
SHEET 3 OF 7
570
- - � 565
,266% _ i ^ � .
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IflESE EROSfON AND SfiD7AtENT CO�\'TROL PIAA'S f.0.51P13'
117IN THE REGULATf0.Y5 SET FOXTT/ BY TflE
NCG-010000 GEA'ERAL COA'SIAI/CIfON PERlff7 EFFECTINE AUC057 3,101i
lSSUED BS' 7HE A'OB7N CAl20Lf 'M DEPARL5IEAT OF EN[4AONh1ES]' AND
NATORAL RESOURCES Of{�SION OF tVA7ER QUAL/R'.
NO7E:CLEARING ON TH75 PROJECT SHALL IfE PERFORAfED
rn rsm ��xu�'c Fcaau[[cNFD Ri' A70DfFIED AIETHOD !/.
GRAPHIC SCALES
so io a zo �
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PLANS
ROAOSIDE ENI'1ROV1fF.NIAL UNfT
DIVIS/ON OF HIGH{I'AyS
S7A7b OF NORIN GROLINA
Lecrl l/1 De�igncr
Davin Mam.mqPE k3¢6
� SMITH—ROWE, LLC
� STV / Ralph Whitehead Associates, Inc.
900 1'lesl imde SL. Ste. )15
cnaaoace. rvc zamz
NC Li:ense Number F-0991
17BP.7.R.60
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fD SCDIIiENT CONTROL hiEASURCS
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F.ROSIOV CO\TROL PL4[VS
roa c�eakmc a�vn CONTROL SUBMIT7AL
GRUBBWG PHASE OF SUBMITTED:05-28-14
CONSTIiUCT10N.
SUBIAITTAL 9�405
Propsre9 In f/a Pflx o!: ��. �
STlORALPH {VHITEHEAD ASSOCIATES, INC.
900 Ii'ui lrade Se., S�e. A5, CAarloue NC, 28_>O] . .
NC Liume Abnbn F-O991.: �. . .
FOR NORiH CAROLINA OEPARTMfNT OF 1RANSPORiATION
2012 STANDARD SPECIFICATIONS
0.o.adnay Sm�dard [lmnin;s
T6c follo..ing meA�T� rn;li.h smdarSs es vo�<ar in "Road..a� Sm�dud Dm��in5e"- M=d�.� Durr.
e��r.: �:c. n<e��m•�� �T,�,o��o���^ - ame�a�, n. c.. a,aa ia��ar, zoiz .�a me m«o
.fTercro ar< eppLmbl= �o �hu p.qmc end by alerence hereb. erc conddered u w�� of
,� ,��,,: _
-160{,01 ItaAmcd Gmion Con�al Uemil IF31A1 Rnok Iniei Sed me�� Trap 'I}ye A
160i.01 Tomporar. Silc Fonec 1632.W Rock Idee Sed'vuzo� Tnp T�yc B
1606A1 Sv���ilSr.limeuoControlFencc 1632.03 Itocklde�5edf�neneTnpT�yeC
1601.01 Gr.ml Cerotrvcnoo F wnre 1633.01 TemOOmq Hock Sili Cheok T�pe ,\
I622.01 Tempaw.. Be�vu end Slope Dral.�e 1633.02 Tomporar� RocA Sile CM1eck T>re 0
1630.01 N�er 6nin 16i4.01 Temporary Rock SedlmmiUom l)r= ��
16]0.03 Silc tlmin T�ye fl IE34.02 Tcmporu.. Ro�k Scdimrnv Uvn T�yc 6
1G30.W Tempo�vn SJo Dlcah 1L3i.01 Itaok Piv< Inlei Sed�memTreP T�ve:1
1630.05 SWli� o.�u 1635.Ot Roo6 Pipe I�In Scd�mm� Trap T�vc B
1630.05 Temoomn' Unereion 16f0.U1 C'v Fber Bx(Ile
1630.06 Sperinl Sciliin6 e��in Ibl5.01 Tcmporan. SUC.w� Gosiny
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ISOMETRIC VIEW
VIEW FROM SLOPE
NOTES:
USE MINIPdUPd 12 IN. DIA�dETER EXCELSIOR WATTLE AND LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOLIINAL CROSS SECTION.
INSTALL A MINIMUh1 OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES tdADE OF 0.125 IN. �IAh1ETER STEEL 4YIRE FORh7ED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIh1ATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH EN� TO SECURE IT TO THE SOIL.
4VATTLE INSTALLATION CAN 8E ON OUTSIDE OF TNE SILT FENCE AS DIRECTED.
INSTALL TEh1PORAflY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFIC�fIONS.
INSET A
FILL SLOPE
1"-2" TRENCH
12" WATTLE
UPSLOPE STAKE
STAPLE
�YDE VIEW
SILT FENCE POST
SEE INSET A
DOWNSLOPE STAKE

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SEDIMENT CONTROL STONE
STRUCTURAL STONE
EXCELSIOR
PLAN
MATTING
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NOTES
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01.
USE EXCELSIOR FOR MATTING MATE�iIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULAN7
TO BE APPLIED TO EACI� ROCK SILT CHECK.
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
INSET !�
CLASS B STONE-
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SECTIUN B-B
EXCELSIOR
MATTING
CLASS 8 STONE
NOT TO SCALE
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Stabilization fior this project shall comply wirh
the time frame guidelines as specifiied by the
NCG-010000 general construction permit effective
August 3, 2011 issued by the North Carolina
Department of Environment and Natural Resources
Division of Water Quality. Temporary or permanent
ground cover stabilization shall occur vdithin 7
calendar days from the last land-disturbing
activity, with the fiollowing excentions in which
temporary or permanent ground cover shall be
provided in 14 calendar days from the last
land-disturbing activity. Temporary and permanent
ground cover stabilization shall be achieved in
accordance with the provisions in this contract
and as directed.
SlT E DESCRIP l lON ST ABILIZAT lON T lME �IMEFRAME EXCEPT l0/V S�
I
PERIMETER DII<ES, SWALESq DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
SLOPES STEEPER THAN 3el 7 DAYS NOT STEEPER THAN 2el,lq DAYS ARE ALLOWEDa
14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN
SLOPES 3el OR FLATTER LENGTH,
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4el 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES,
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FROM STA1Y�22A0 TO STA.IY+36.00 �RT�
FROM STA11+90.00 TO STA.14+00.00 LT�
TEMP. ROCK 9LT CHECK TYPE 'A'
\YEIR HEIGHT=1.5' (IYP.) // 56�
i
TEMP. ROCK SI�T'�HECK TYPE 'A' _ �'
\'//E%CElSl01CNJ.TTING /�N�PW� -
� SMITH—ROWE, LLC
� STV / Ralph \Vhitehead Associates, [ne.
900 Cnad Ite NC�2B202 �IS
NL license rvumbe� F0991
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NA��N RS 200�
0.EFERfNCE !:O SMER
'P.�R60 EC-4/C(
a:� s�E� �,o.
oevcr+ nroenuuc
�EE0. fl�GINEER
BRIOu^E '780I53
QEAPJNG AN� GftUB61NG
EROSION CONiAOI FOR
CONSTRUCTION SHEEi 4
S�Q�E: P=2��
1 1
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co rsnc,T n snnu ws N � I r� J �/ 7 i,l�l
FRO�QN CONiRO6l.1fAiURES TO CONYEY �, �� _ � i� � �� / i�f�q7 �,�,1 S2fi�
\YAYER DUHINB CLEARING G GRUBBING PHASE -- �!
/
; / � i / �D�� 135�/ P ��96�,.
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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 AS DIRECTED 8Y THE
ENGINEER.
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�6 857 PG Iq:
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'LLL1� ENVIRONMENTALLY SENSITIVE AREA NOTE: PLACE TEMPORARY ROCK NOTE: INSTALL PERAIANENT
SEE PROIEQ SPECIAL PROVISIONS NOTE: UTILIZE SPECIAI STILLING NOTE INSTALL FLOATING TUR91�Itt DITCHES DURING QEARING 8
SEDIMENT DAMS NPE-B AND gA51N AS STILLING BASIN Cl1RTAIN AS DIRECTE�
TEMPORARY ROCK SILT CHECKS TYPE-A WHEftE APPUCABLE GRU881NG PHASE
AT ORAINAGE OUTLETS

DETAIL A ��AIL B
0.1P PAP AT EMBANIWfNT
SPECIAL 'V' DITCH i�a�i= u.i
�neiro.�d
�
NW�d � \°� FI GKe
Gra:�ntl l.� p E\o�\e� 5'eG' N...ro: ;
a i <.e.°n e�.,.
�e��. o= i vi. . -
c,e�m= IAoa. d= I F. . �io�,.�= «i cav..v .�e....v�. i�
x=�v�..= n e v;o-•ao wv:.iw•. r_� o.<��.�. FROfd STA. Il .8J.00 TO STA 11+93.00 (kT�
rFROM STA11+50.00 TO Si0.11+95.00 �Llj FRO�M STA�11+90�00 TO STA.1]+00.00 �n
Ploce Matting Por Erosion Confrol
�n on Slope as Work Progresses
�,�STA 11+07.00 to STA 11+48.00
0 19
� rI TIJCKER,CLARERCE
�.}— � OB IODO PG I°.39
� EXISTING R/1 _
w� ��� ;
�
EXISTING R/45'
SILT FENCE l'lATfIE BREAK (tYP.� /
TEA4v.51LT FENCE (TYP.� J
Place Matting for Erosion Conirol
on Slope as Work Progresses
STA 10+98.00 to STA 11+42.00
F
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19
TUCKER,CiARENCE
OB ID00 PG 1939
iEMP. ROCK SILT CHECK TYPE 'A' -
1'UEXCEl510ft f.V.TTING AN� PNh
WEIR HEIGHT=LS (iYP.�
TEfAP. ROCK SILT CHECK TVPE 'A'
Y/EIR HEIGHT=1.5' (iYP.�
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A% pRTIN, JOSEPH
�B 13A0 PG 903
�
�Place Coir Fiber Moiting
on Floodplain Bench.
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—��
Np�yN RS Zoo�
Place MoHing for Erosion Control
on $lope as Work Progresses
STA 12+70.00 to STA 13+50.00
20
lAARTIN, JOSEPH
�e 1390 PG 903 p0
��
� LOGAk. SAl.II.�JE
DB 901PG 2D17
Place MaHing for Erosion Confrol
on Slope as Work Proc�resses
STA 12+64.00 to STA 73+07.00
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mowauua
ErvGINEE].
BRICGE •7B0/53
FINAL
EROSION CONTROI FOR
CONSiRUCTION SHEET 4
Si�.iAt�: r=za
BRAY, JAlAES
�2 857 PG 1035
rn �
TM� TEh1P.RO,CK INLET SEDIME�i
R ��Tw.v, rvee�c,�P 1
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PI.�1�1�'ING DE'T'�LS
SEEDLING / L�R BAREROOT PLAi�ITING llETAIL
HF.Ai,ING IN
1. Locote u healin¢in sire in a shady,�rell
pvo[celed nrea.
z. u�s,���
12 inche
3. Backfdl che o-ench ni[h 2 inches ���ell
mneJ sa�adusc Plocc a 2 inch luycr o!
nell rotted mwdust a[ o sloping aMle
at one cnd al J�e trench.
>r
� -
4. Plncc smglc leper oiplants '��� �i' ���
� nsi ih�eo sloping cnd so tha� `
the mot llar s et grounJ Im�eL . - . ._ _ - . . ..
5. Place e 2 Ineh layer
sm Just over tl�e rmn
v sinping un�lc.
6. ReVe�.a[ layen f plants anJ ea..dmt
as necess�.vy and nater choroughly.
DIBBL� PLAi\'TING METH011
U9ll\G THI; K13C PLAN"CING BAR
\����
I81� 'I81H1�:
���I�1�T8�11-_�J-i
I�I�I J�BI�I-
I�iei�iji'oT
l. �nsert p�Hn[in$ bw
s sho..n :u�d pull hvndle
m..nrd Pl�mrer.
\ \
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�I� il�l �Ill�ali-�3
I ��611�I�-,
II�LNI I��I01
J. P�II hm�dla ot bar
w..�vd plmlcr, lirmin$
.cail at botmm.
�
�
I._ I i IHII���I
I I� �I�I! �'�Be
I�I� IEIII,
I I�I I �C
2. Remm�c vlunung bar
md v�ece seedGng ut
correct dep�.
,y II
3 1"il'�i
III I I I IGI�I
PI I�? I ��I�
�;i�rL��Eii��
��61�1�.1�163
5. Push h�aiJle lornord
Gr�Nng .cail s� wP.
YLe�,i�ITING NOTES:
PUhYfIYG BdG
Du ' 3 nlw,tlN4. saeJG�a�
sliall be kcpt a mois�
s bag or smilu
o�c iner w preren[ thc
ran[ s�5iems lram dn����
I@C PLA�\"1'll�'G 6,1R
Plonting bw shvll hacc �
blude aid� n trinngular
cross rcetion, anJ sLall
be 12 ivchcs lo�d.
�4 inches n�de d
I inch thiek az ccntn.
ROOT PRl7NL\'C
,VI seedlinas shall be ma�
prwcd, if necessivy, sa thet
roots e.lend n c thun
10 i�ehes belmv thc
roo� collw.
- � � 'nch
�_ i
(
T IA� I E I��i��l
— I�I ���IL�'I I
II�rNl�l�ll�l �
3. L�zcrt plaming bw
2 inchev tm�ard plun[er
fiom sccdling.
i,
\I�_ I `
� I 1i
/
�i i�~T IBlI-I
4, �_�i�
i� �H�oH��l
6. Lcave campacoan
h I� p `n. \Vncer
thomughl:.
N.'C. 17BP.7R.60 RF-1 7
���i�.�T:,Z�I�N
❑ 1'REE REIOR�STA1'IOV SHr1LL ]3E PLINT�D 6 IT. TO 10 IT. ON C�NTER, R��iDO�I SPACING,
<1VER:IGL�G 8 IT. ON CENT�R, r1PPRO.YLVIr1TELY 6�0 P1 A1�°I'S P�R r�CR�.
1t�I'OIiL:ST,+,TION
�II,�C'1'URG,TYPC. SI'LL,.�`ID I�CII2NISEI SHell.L CONFOIL�t TO THI: POLLONI\G:
25°5 LIRIODENDRON TULIPIFERA TULIP POPLAR
25% YLATr1PIiJS OCCLDENTALIS
25°/a FRe1XINLIS PCNNSI'LVr��TICr1
25% BETULA NIGRe1
SYCe1��IOR�
GR�LN aSH
I21VER BIRCH
12 in — 18 in BR
12 in — 15 in AR
12 in — 18 in BR
12 in — 18 in }3R
REFORESTATIOIlT DETAII, SHEE'I'
V.C.D.O.T.- ROADSI�G ENVIROND[ENTAL UNIT

COIR F'IB�R MAT:
Descriptio�i
Pumish materiTl, install and mainlain coir fiber mat in locations shown on the plans or in
locations as d'u�ected. Worl< includes providing all materials, excavating and back[illing, and
placing and securing coir fiber mat witi� stakes, steel reinforcement bars or slaples as directed.
M�terials
Item
Cou Piber Mat
Anchors: Stakes, reinforcement bars, or st��ples shall be used as anchors.
Wooden Stakes:
Section
1060-14
Provide hardrvood stakes 12"- 24" long �vith a 2" x 2" nominal square cross section. One
end of the stake must be sharpenecl or beveled to facilitate drivuig tluougli t(ie cou� Fber
mat and down into the underlyiiig soil. Tlie other end o f the stake needs to have a 1"- 2"
long l�e�d at the top witli a 1"- 2" notch followu�g to catch and secure tlie coir fiber mat.
Steel Reinforcement T3�rs:
Provide tuicoated #]0 steel reinforeement bars 24" nominal length. The bars shall have a
4° diameter Uenct at one end with a 4" straiglit section at the tip to catch a��d secure the
coir fiber inat. �
St�ples:
Provide staples made of 0.125" diametcr new steel wire fonned into a u shape nol less
than 12" in length with a throat of 1" ui width.
Constructian Methods
Place fhe coir fiber mat immediately upmi final gradiug. Provide a smooth soil surface fiee from
stones, clods, or debris that will prevent the contact of the mat with the soiL Unroll the mat and
apply �i�ithout slretching such thnt it will lie smootlily but loosely on the soit surface.
For sh�eTm relocation applications, take care lo preserve the required line, grade, and cross
section of the area covered. Buiy tlie top slope end of eacl� piece of mat in a narrow trench at
least 6 in. deep and tamp firmly. Where one roll of ntatting ends and a second roll begins,
overlap the end ofthe tipper roll over tlie buried end ofthe second roll so there is a 6 u�. overlap.
Coushuct check trenches at least ]2 in. deep every 50 ft. longitndinally along the edges of the
inat or as directecL Fold over �nd buiy mat to the fiilL depth of tl�e trench, close and tamp finnly.
Overlap mat at least G i�i. wtiere 2 or more widths of mat are uistalled side by side.

�NVIRONM�NTALLY S�NSITIV� AI2EAS:
Descriptiou
This project is locatcd in an Erivironmerrtnlly S'eiaaitive Ar•ea. "1'his designation requires special
procedures to be used for cleariug aud grubbing, temporary stream crossings, and grading
operations witliiii the Environmenl�lly Sensitive Areas identified on the plans and as designated
by the Gngineer. This also requires special procedures to be used for seeding and nwiching and
staged seeding within lhe project.
The F.nvironmentally Sensitive Area shall be defined as a 50-foot buffer zone on bolh sides of
the stream or depression measw�ed from top of streambank or center of depression.
Coustructiou Mclhods
(A) Clearing and Grubbing
Li areas identified as Fnvironmentally Sensitive Areas, the Contractor may perform
clearing operations, but not grubbing operations until immediately prior to beginning
grading operations as deseribed in Article 200-1 of the Standard Sj�ecificotions. Only
clearing operations (not grubbing) shall be allowed in this buffer zone until immediately
prior to beginning grading operations. Grosion control devices shall be installed
imuiediTtely following the clelring operation.
(B) Grading
Once grading operations begin in identifed Gnvironmentally Sensitive Areas, work shall
progress in a coi�tinuous m�nner until complete. All construction within these areas shall
progress iu a continuous manner such tl�at each phase is complete aud areas are
permanently stabilized prior to beginning of next phase. Failw•e on the part of ihe
Contractor to complete any phase of construction in a contiuuous m�nner in
Eirvironmentally Sensitive Areas will be just cause for the Engiueer to direct the
suspension of work in accord�nce with Article 108-7 of tha Slm�rfcmd Speci�ications.
(C) Temporary Sh�eam Crossii�gs
Any crossing of streams within the limits of this project shall be accomplished in
accordance �vith the requirements of Subarticle 107-12 of the Slar�rlm•d Specificalion.r.
(D) Seediug and Mulching
Seeding and mulching shall be performed iu �ccordance with Section 1660 of the
Stmrdm•d Specifrcntior�s and vegetative cover sufficient to restrain erosion shall be
instTllect immediately Collo�ving grade establishment.

Seeding and mulching shall be performed on the areas disturbed by construction
immediately following final ��ade cstablishment No appreciable time shall lapse into
the contrlct time without stabilization of slopes, ditcl�es aud other areas withiu the
Gnvironmentally Sei�sitive Areas.
(E) Stage Seeding
The work covcrcd by this section shafl consist of the establishment of a vegetative cover
on cut 2nd fill slopes as grading progresses. Seeding and mulching shall be done in
stages on cut and 511 slopes that are greater than 20 feet in height measured along the
slope, or greater than 2 acres in area. Gach stage shall not exceed the limits stated above.
Additional payments �vill ��ot be made for the requicements of this section, as the cost for this
work shall be included in tfie contract unit prices for the work involved.

F'LOA1'ING TUI2BIDITY CURTAIN:
Description
This work consists of fiu'nishu�g T Floaling Trn�bidi[y Cm7airr to deter silt suspension and
movement of silt particles duruig constiliction. Tl�e floatiug turbidity cartaiu sl�all be
constructed at locations �s d'uected.
Matcrials
The curtaui ntaterizl shall be tnade of a tightly woven nylon, plastic or otl�er non-
deterioratu�g material meeting the followu�g specifications:
Property V�luc
Grab tensile strength "md-370 Ibs *cd-250 Ibs
Mulleu bursl stength 480 psi
Trapezaid tear strength *md-100 lUs *cd-60 IUs
Apparent opening size 70 US standard sieve
Percent open area 4% peruuttivity 0.28 seo- 1
*md - ntachiue direction
"ccl - cross machuie direction
I�i the event that more tlian one width of fabric is requu�ed, a 6" overl.�p of tlie material
sl�all also be requiced.
The curtain material shall be supported by � Flotation material having over 29 Ibs/ft
buoyancy. The floating curtain shall have a 5/16" galvanized chain as ballast and dual
5/16" galvanized wire ropes with a heavy vinyl coatnig as load liues.
Construction Methods
Ttie Contractor shall maintau� llte Floati�rg Tan�bidity Cirr7ain in a satisfactory coudition
until ils removal is requested by the �ngineer. The curtain shall extend to the bottom of
the jw'isdictional resource. Ancltor the curtain according to manufacturer
recommendations.
iVle�surement and Payinent
Ploating Tan�bidity Cin�taiir will be measured and paid for as the �actual number of square
yards of cw�tau� fiirnished as specified aud accepted. Such price and paymcnt will be ftilL
compensation for the work as described 'ui this section including but not lunited to
furnishing all materials, tools, equipment, and all incidentals necessary to complete the
work.

Pa}nnent will be madc under:
Pay Item Pay Unit
Flolting Turbidity Curtain Square Yard

NIININIIZT R�MOVAL OP VCGLTATION:
The Contr�ctor shall n��imize removal of vegetTtiott at stream b�iilcs and disturbed areas
within the project limits as directed.

s��Anii.[zn�r�oN iz�ouiitrnnLN�rs:
Stabilization for this project shall comply wit(� the time ft�ame guidelines as specified by the
NCG-010000 general consh'uction permit effective Augtist 3, 2011 issued by the North Carolina
Department oF Enviromnent and Natural Resonrces Division of Water Quality. Temporary or
permanent gronnd cover stabilization sl�all occar witl�in 7 calendar days fi�om the Iast land-
distorbu�g activity, evith the following exceptions in wl�ich temporaiy or permanent ground cover
shell be provided in L4 calendar days fi�om the last land-distm�bing activity:
• Slopes between 2:] and 3:1, with a slope length of 10 ft. or Iess
• Slopes 3:1 or flatter, widi a slope of lengfli of 50 ft. or less
s Slopes 4:1 01' ilalter
The stabilization timefi�ame for High Quality Water (HQI� Zones shall be 7 calendar days with
no exceptions for slope grades or lengtl�s. High Qualily Water Zoues (HQ4� Zones are defined
by North Caroliva Adtninistrative Code l5A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the piovisions ui tl�is contract
and as d'n�ected.
NATIVE GRASS SE�llING AND MULCHING: (West)
Native Grass Seedu�g and Mulching sl�all be perfonned on the disturbed ereas of wetlands and
riparian areas, and adjacent to Stream Rebcation and/or trout sh'e�m constniction witl�in a 50
foot zone on both sides of tl�e stream or depression, measured fi�om top of sh�eain baiilc or center
of depression. The stream bauk of the stream relocation shall be seeded by a method that does
not alter the typical cross sectimi of the sheam ba�ilc. Native GrTSS Seeding and Mulchiug sl�all
also be perfor�ued 'ui the permanent soil reuiforcement mat section of preformed scour lioles, and
ui otl�er areas as dirccted.
The ku�ds of seed and fertilizer, and the iates of application of seed, fertilizer, and limestone,
sh�ll V�c as stateci below. Duruzg periods of overlapping dates, tlie kind of seed to he used shall
be detenuuied. All rates are in pounds per acre. �
August 1
18#
8if
6It
au
35#
SOOIt
4000#
June 1
Creeping Ited Fescue
I�ig I3luestem
Indiangrass
Switcttgrass
Rye Grain
Fcrtilizer
Limestone
Mr�y 1—September ]
18# Creeping Red ['escue
8# Big Blueslem
6tK indi�ngrass
4# S�vitchgrass
25# German or Browntop ivtillet
5001� Fertilizer
4000 Limestone
Approved Creeping Red Pescue Cultivars:
Aberdeen Bm�eal Epic Cindy Lou

Fertilizer sliall be 10-20-20 anTlysis. A differeiit analysis of fertiLizer may be used provided tl�e
1-2-2 rllio is maintained and the rate ofapplication adjusted to provide the same amount ofplant
food as a 10-20-20 analysis and as directed.
Tempora�y Seecling
Fertilizer shall be tl�c same analysis as speciiied for Seerling a�tcl Madching and applied at the rate
of 400 pounds and seeded at the rate of 50 pounds per acre. Gerinan Millet or Browntop Millet
shall be nsed in summer months Tnd iye grani during the remainder of the year. The Engineer
will determine the exact dntes for using each kind ofsced.
PcrtiGzer 1'opdressing
Fertilizer used for topdressing shall be 16-8-8 grade and shall be applied at the rate of 500
pounds per acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is
mauitau�ed aiid the rate of application adjusted to provide the same amount of plant food as 16-8-
8 anllysis and as directed.
Supplemental Seeding
The kinds of seed and proportions shall Ue the same as specified for Seediirg mrd hlidchiirg, and
the rate of application may v�ry Crom 25t� l0 75# per am�e. The actual rete per acre will be
determitted prior to the time of�topdressuig and the Contrlctor will be notified in writing of the
rate per acre, total quantity needed, ancl areas on wl�ich to apply the supplementaL seed.
Minimum tillage equipment, consistu�g of a sod seeder slialL be used for incorporating seed into
lhe soil as to preveiit disturbance of existing vegetation. A clodbuster (ball and chaui) may be
used where degree of slope prevenis the use of a sod seeder.
Mowing
The miniumm mo�ving height shall Ue 6 inches.
Nleasucement and Yayment
Native Grass Seeding mrrl tYltdc{riirg tvill be tneasured aitd paid Por in accorda�ice with Article
1660-8 oFtlie Sia��dnrr(Specificntians.

Rrro�sTATioN:
nescriprion
Refa•estnlioir will be planted within interchanges a�d along the outside borders of the
road, and in other areas as directed. Reforestation is not shown on the plan sheets. See
the Reforestation Detail Sheet.
All non-maintained riparian buffers impacted by the placetnent of temporaiy fill or clearu�g
activities shall be restored to tl�e precoustruction contouis and revegetated with native
woody species.
The entire Reforeslniiorr operation shall comply tvith the requiremeuts of Section 1G70 of
the Stcirtdm�d SpecifrccRio�is.
Materials
Re%m�eslntion shall Ue bare root seedlings 12"-1 A° tall.
Cm�sh•uctim� MetLods
Reforestntion shall be shall be planted as soon Ts practical following periiianenl Seedi�rg
ancf �LLdching. The seedlu�gs shall be planted ui a 16-foot wide swath adjacent to mowing
pattein 1'u�e, or as d'u�ected. �
Root dip: The roots of reforest�tion seedlu�gs shall be coated with a slurry of �vater, and
either a fuie clay (lcaolin) m� a superabsorbent lhat is designated as a bare root dip. Tl�e
type, mixture ratio, method of appGcation, and tl�e time of application sl��ill be subuutted
to the �ngineer for approval.
With the approval of the �ngineer, seedlings may be coated before delivery to the job or at
the tune ofplantuig, but at no time shall the roots of the seedlv�gs be allowed to dry out.
The roots sl�all be moistened 'uumediately prior to planting.
Seaso��al L'unitations: Reforeslnlion sl�all be planted fi'om November 15 through March
15.
N[easiu•ement �nd Pnyment
Reforestation will be measured and paid Cor in accordance with Article 1670-17 of the
Stmrdm�d 5pecif cntio��s.

RCSPONSE TOR �I20SION CONTROL:
Description
Furiiish the labor, materials, tools nnd equipment necessary to move personnel,
equipment, and supplies to the project necessary for ttie pmsiiit of any or �IL of the
following work as sl�own herein, Uy an approved suUcoi�tracmr.
Sectim� �rosion Control Item Unit
16os TemporarySiif Pence [,F
SP S�ecial Sediment Contial Fence f.F/TON
1615 TemporaiyMulching ACR
I620 Seed - Temporary Seeding LR
162o Pertilizer - Temporary Seeding 1'N
1631 Matting for �rosion Control SY
SP Coir FiUer Mat SY
S�' Coir Fiber Baffles LP
SP Pei�manent Soil Reinforcement Mat SY
166o Seeding and Mulching ACR
1661 Seed - Repair Seeding LR
166t Fertilizer - Repair Seeding ToN
166z Seed - Supplemental Seeding LR
1665 Fertilizer To dressing rON
SP Safety/Highly Visible Fencnig LF
SP Response far Erosion Control EA
Construclion MetLods
Provide an approved snbconh�actor who perfonus an erosion control action as described
in Form 1675. �ach erosion covtrol action may inctude mie or tnore of the above work
items.
Measnrement a�ul Payment
Re,rponse for Erosiorr Co�th�o! will be measiired and paid for by connting tl�e actual
number of times tlie subcontractor moves onro tl�e projec[, uicluding borrow and �vaste
sites, and satisfactorily completes an erosiou control action described 'ui Porm 1675. The

provisions of Articte 104-5 of the S/�ndnrd Specificntions will not apply to this item of
tvork.
Payment will be made uuder:
Pay Item I':�y Unit
Response for F,rosion Control Eacli

SAr1;TY P'�NCE AND JORISDICTIONAL TLAGGING:
Descriptim�
Safety Fence sl�all consist of fiicnishing materials, installing aud maintainiug polyethylene or
polypropylene fence along the outside riparian buffer, wetland, or water boundary, or other
bolmdaries located within the conshliction corridor ro mark the areas thTt have been approved to
infi�inge within tlie buffer, wetland, endangered vegetation, culturally sensitive areas or water.
The fence shall be installed prior to any lend dish»'bing activities.
Interior boandaries for jurisdictional areas noted �bove shall be del'u�eated by stakes and �ighly
visiUle flaggu�g.
Jurisdictional boundaries at staging areas, waste sites, or borrow pits, wl�ether considered ootside
or interior boundai'ies sliall be delineated by stakes and highly visiUle flagging.
Nlatei•inls
(A) Safety Feucing
Polyethylene or polypropylene fence shall be a highly visible preconstructed safety fence
approved by the Eugineer. The fence material shall hxve an iiltraviolet coating.
Either �vood posts or steel posts may be used. Wood posts shall be hardwood with a wedge or
pencil tip at one end, and shall be at least 5 ft. in length with a minimwn nominal 2" x 2" cross
section. Stee] posts shall be at least 5 ft. in lengtl�, and have a minimnm weight of 0.85 lb/ft of
levgtli.
(B) Boundary Flagging
Wooden stakes shall be 4 feet in lengtli witl� 1 tninimum nomii�al 3/4" x 1-3/4" cross section.
The flagging shall be at least 1" u� width. The flagguig material shall be viuyl and shall be
orange in color and highly visible.
Construction Nletl�ods
No additioual cle�ring and gnibbing is anticipated for the installation of diis fence. The fence
shail be erected to couform to the general contour of the grotmd.
(A) Safely Feucing
Posts shall be set at n maximimi spaciiig of 10 R., mauitau�ed in a vertical position and hand set
or set with a post driver. If l�ai�d set, all beckfill material sl�all be thoroughly tauiped. Wood
posts may be shaipened to a dnll pouit ifpo�ver driven. Posts damaged by power driving sliall be
removed 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 Contracror, be cut at tl�is angle either
before or after the posts are erected.
The fe��ce geotextile shall be attached to the wood posts with one 2" galvanized wire staple
across each cable or to tl�e steel posts with �vn�e or other acceptable means.
Place constniction stakes to establisl� the location of the safety fence in accordance with Article
105-9 or Article 801-1 of the Slnridm•d Specrficnlions. No direct pay will be made for the staking
of the s�fety fence. A1l stakeouts for saCety fence shall be considered incidental to the wock
being paid for as "Construction Surveying", except lhat where there is no pay itetn for
constiliction sarveyuig, all safety fence stakeout will be performed by state fmces.
The Contractor shall be reqtiired to maintaui the safety fence in a satisfactory condition for tlie
duration of the project as determined by tlie Engineer.
(B) Boundary Flagging
Boundary fllggu�g delineation of interior bounclTries shall consist of wooden sCakes oii 25 feet
maxiiuum intervals with l�ighly visible orange flaggi�ig altached. Stakes shall be installed a
minimum of 6" into tlie ground. Interior boundaries may be staked on a tangent that runs parallel
to bttffer but nmst not eneroach on the buffer at airy Location. Literior bonndaries of hand
cLearing sl�all be identified with a different colored flaggiug to distinguish it fi�om mechanized
clearuig.
Boundary Ilaggiug delineation of iuterior boandaries will be placed in accordance �vith ArticLe
105-9 or Ai'ticle 801-1 of the St�andnr�l Specificatio�ts. No d'u'ect pay will Ue made for
deluiealion of the interior Uoundaries. This delineltion �vill be considered incidental to the work
being paid for as Coirsfi-acliori Sm�veyiiig, except tliat where there is no pay ite�n or construction
suiveying lhe cost oF bounda�y flagging deliueation shall be included ii� the unit prices bid for
the various items in the contract Installation for delineation of all jurisdictional 6oui�d�ries at
staging areas, waste sites, or borrow pits shall consist of woodeu stakes on 25 feet maxinmm
interv�is with highly visible orange flaggu�g attached. Stakes slzalL be installed a minimum of 6"
into the ground. Additional flaggiug may be placed on overl�anging vegetation to enhance
visibility but does not substihite for iustallatiou of stakes.
Installation of boundary flagging for delineatioii of aIl jurisdictional bounctaries 1t staging areas,
waste sites, or borrow pits shall be performed in accordance with Subarticle 230-4(I3)(3)(cl) or
Subarticle 802-2(P) of t�e Stn�rdmrl Specificnlions. No d'u'ect pay will be made for this
del'uieation, as the cost of same sl�all be included in the w�it prices hid for the various items in the
contract.
The Contractor shall be reqiiired to maintain alternative stakes and higl�ly visible f7agging in a
satisfactory condition for the dncation of the projeet as determined by the Engineer.

NIeasurement and Payment
SnJ'ely Fence will be measured and paid as Ihe actual nwnber of lincar feet of polyethylene or
polypropylene fence installed in place and accepted. Socl� payment will be fiill compensation
includiug but not limited to fiirnishuig and installing fence geotextile with necessary posts and
post bracing, staples, tie wn�es, tools, equipment and 'uicidentals necessary to complete this �vork.
Payment will be made under:
P�y Item Pay Unit
Safety Fence Liiiear Foot

STABILIZATION RCpUI121,NIPNTS:
Stabilization for this project shall comply with lhe lime fiame guidelines as specified by tl�e
NCG-OI0000 general conshliction permit effcctive Augnst 3, 20ll issued by tlie Norlh Carolina
Departmeut of Hnvironment Tnd Natural Resources Division of Water Quality. '1'emporary or
penuaeent ground cover stabilization shall occiu� within 7 cllendar days from the last land-
disturUing activity, with the followuig exceptions iu wliich temporary or pennanent gro�nxl cover
shall be provided in 14 calendar days from the last land-disturbing activity:
• Slopes betwecn 2:1 and 3:1, �vith a slope length of 10 ft, or less
a SLopes 3:1 or flatter, with a slope of length of 50 fi. or less
a Slopes 4:1 or flatter
Tl�e stabilizatimi ti�neframe for High Quality Water (HQ� Zones shall be 7 calendar days witli
no exceptions for slope grades or lengths. High Quality Water Z.ones (I1QW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporaiy and pennanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
S�EDING AND NIULCIIING: (West)
Tlie kinds of seed and fertilizer, and the rates of applicatimi of seed, fertilizer, �nd limestone,
shall be as stated below. During periods of overlapping dates, the kind oC seed ro be used sliall
be detemi'vied. All rates are u� pounds per acre.
Shoiilder and Median Areas
August 1 - Jime 1
20# KeuluckyBluegrass
75# IIard Fescue
25J� Rye Grain
SOOi! Pertilizer
4000# Limestone
Vlay 1 - September 1
20i� Kentucky Bluegrass
75# Hard Fescue
l0# German or Bra�vutop Vlillet
500# P'ertilizer �
4000# Limestone
Areas Beyond the Mowu�g Patlern, Waste avd Bon'o�v Areas:
August 1 - Jwie 1
]OOtk TallFescue
IS# Kenh�ekyBluegr:�ss
30Jt Hard Fescue
251t Rye Grain
500# Fertilizer
4000tt Limestone
Mny 1 - Septeiuber 1
100# Tall Pescue
IS# KentuckyBluegrass
301f Hard Pescue
10# Gerntan or Brownlop Millet
500# Pertilizer
4000# Limestone
Approved Tall Fescue Cultivars

2°a Millennitnu
Avenger
Barlexas
Barlexas iI
I3arrera
Rarrington
Biltmorc
Biugo
Bravo
Cayenne
Clinpel Hill
Chesapeake
Const it utio�i
Chipper
Coronado
Coyote
Davinci
Dynnsty
Domii�ion
Duster
�ndeavor
Escalade
Palcon II, III, IV & V
Fidelity
Finesse II
Pu ebird
Focus
Grande II
Greenkceper
Greystone
Inferno
Justice
7aguar 3
ICalahari
Kenhtcky 3 I
Kitty Hawk
Kitty Hawk 2000
Lexington
Magellan
Masterpiece
Malador
Matador GT
Millemiium
Montauk
Mustang 3
Olympic Gold
Padre
Paraiso
Picasso
Piedmont
Pure Gold
Prospect
Quest
Re6elExeda
Rebel Sentry
Regiment II
Rembrandt
Rendition
Scorpiou
Slielby
Signia
S ilverstar
Southern Choice II
Stetson
Tarheel
Titan Ltd
Titanium
Tomal�awk
Tacer
Trooper
Turbo
Ultimate
Watchdog
Wolfpack
Approved Kentuclry Bluegrass Cultivars:
Alpine Barnis �nvicta Rugby
Apollo I3edazzled Impact Rugby II
flrcadia Bordeaux Kenblue Sl�owcase
Arrow Champagne Midnight Sot�oma
Award Chicago II Midnigl�t II
Approved Hard Fesctte Cultivars:
Chariot Nordic Rl�ino W,irwick
Firefly Oxford Scaldis II
Heron Reliant II Spartan [I
Muiotam Reliant IV Stouel�enge
On cut and fill slopes 2:l or steeper add 20# Sericea Lespedeza 7anuaiy l- December 31.
Fertilizer shall be 10-20-20 enf�lysis. A diffcrent analysis of fertilizer may be used provided the
1-2-2 r�tio is maintained and the rate ofapplication adjusted to provide the same amount ofplant
food as a]0-20-20 analysis and as directect.
TI;�IPORARY SE�DING:
Fertilizer shall be ihe same analysis as specified for See�li�rg aiid d�tulchr�ig and applied at tl�e rate
of �100 ponnds and seeded at the rate of 50 pounds per acre. German Millet, or Browntop Millet

sha1L be tised in summer months and rye grain daring the remlinder of tlie year. The �ngineer
�vill determine the exact dates for using each kind of seed.
TrR1'ILIZ�R TOPllI2liSSING:
Rertilizer used for topdressing shall be 16-8-8 grade and sl�all be applied at the rate of 500
pounds per acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is
mnuitained and the rate of application adjusted to provide tlie same �mount oCplaut Food as L6-8-
8 analysis and as directed.
SUPPL�M�NTAL SL�DING:
Tl�e kn�ds of seed and proportions sl�all be the same as specified for Seedirrg mrcf iYhdchiiig, nnd
the rate of application may vary firom 25# to 75# per acre. The actiial rate per acre will be
detennined prior to the time of topdressing and the Contractor will be notified in writutg of the
rate per acre, total quantity needed, and are�s on wl�icli to apply the supplemental seed.
Muiiml�m tillage equipment, consistiug of a sod seeder shall be iised for incoiporating seed into
the soil as to prevent distnrbance of existiug vegetation. A clodbuster (ball and chain) may be
❑sed wl�ere ctegree of slope prevents the use of a sod seeder.
NIOWING:
Tl�e minimum mo�ving height on ihis project shall be six inches.

NCDOT GEN�RAL SLCD SPECII�'ICA'PION POR S��D OUALPI'Y
Seed shall be sampled and tested by the NorHi Carolina Deparhuent of Agriculture and
Consumer Seivices, Seed Testing Laboratoiy. When said samples are collecled, the vendor shall
supply an independent laboratoiy reporl for each lot to be tested. Resttlts from seed so sampled
shall be final. Seed not meetuig the specifications shall be rejected by the Department of
'I'raiisportation Tnd shall not be delivered to North Carolina Deparlment of Transportation
warehouses. If seed has been delivered it shall be available for pickup and replacement at the
supplier's expense.
Any re-IaUeling required by tl�e North Carolina DepTrtment of Agricultare a��d Constttner
Services, Seed Testing Laboratory, that would cause the label ro reflect as other�vise specified
hereui sl�all be rejected by tl�e North Carolina Departuient o�Transportation.
Seed sl�all be fi�ee fiom seeds of the noxious weeds Johnsongrass, Balloonvuie, Jimsonweed,
Witchweed, Itchgrass, Serrated Tussock, Showy Crotalaria, Smooth Crotalaria, Sicklepod,
Sandbur, Wild Onion, and Wild Garlia Seed shall not be labeled with the above weed species
on the seed analysis label. Tolera��ces as applied Uy lhe Association of Official Seed Analysts
will NOT be allowed for the above noxious weeds escept for Wild Onion and Wild Garlic.
Tolerauces established by the Association of Official Seed Analysts will generally be
recognized. However, for the puipose of figw ing pure live seed, the found pure seed and found
germuiation percentages as reported by tl�e North Carolina DepTrtment of Agriculture ancl
Consumer Services, Seed Testing LaUoratory will be used. Allowances, as established by tlie
NCDOT, will Ue recognized for mu�innun pure live seed as listed on tlie following pages.
The specifications for resh�icted noxioiis weed seed refers to the number per pound as follows:
Restricted Noxious Limitations per Restricted Noxions Limitations per
�Veed Lb. OPSeed Weecl Lb. ofSeed
I3lessed "fhistle
Cocklebur
Spurrecl Aiioda
Velvetleaf
Morning-glorY
Corn Cockle
Wild Radish
Purple Nutsedge
Yellow Nutsectge
Canada Thistle
Iield Bindweed
Hedge Bindweed
4 seeds
4 seeds
4 seeds
h seeds
A seeds
10 seeds
12 seeds
27 seeds
27 seeds
27 seeds
27 seeds
27 seeds
Cornflower (Ragged Robin)
Texas Panicum
Bracted Plfintaui
Bucldiorn PlantTU�
Broadleaf Dock
Curly Dock
Dodder
Ui�nt Poxtail
I Iorsenettle
Quackgr�ss
Wild Mustard
27 seeds
27 seeds
54 seeds
54 seeds
54 seeds
54 seeds
54 seeds
54 seeds
54 seeds
54 seeds
54 seeds
Seed ofPensacola Bahiagrass shall not contain more thatt 7% inert matter, Keutucky Bluegrass,
Centipede �nd Pine or Hard Fescue shall not contain more than S% inert matter whereas a
maximum of 2% inerl matter will be allowed on all other kinds of seed. In addition, all seed
shall not contain more fhau 2% other crop seed ttor more than 1% total weed seed. The
geruii�iation rate as tested by t0e North Carolina Department of Agriculture shall not fall below
70%, wl�ich includes both donnant and hard seed. Seed shall be labeled witli uo[ more tl�au 7%,

5% or 2% inert matter (according to above specifications), 2% other crop seed a��d 1% total
weed seed.
Exceptions mTy be made for miuimum pure live seed allowances when cases of seed variety
shortages are verified. Pure live seed percentages �vill Ue applied in a verified short�ge situation.
Those piicchase orders of deficient seed lots will be m�edited with tlie percentage that the seed is
deFicient.
FURTHER SPECIPICATIONS POR EACII SEED GROUP ARti, GIVE BELOW:
Miuimum 85% pure live seed; maximum I% total weed seed; tnaximum 2% total other crop
seed; maximum 144 restricted uoxious �veed seed per pom�d. Seed less than 83% pnre live seed
�vill not be approved.
Sericea Lespedeza
Oats (seeds)
Mu�inmm 80% pure live seed; maxiumm I% total weed seed; maximiim 2% totaL other crop;
mTximum 144 restricted noxious weed seed per pound. Seed less thau 78% pure live seed will
not be approved.
Tall Fescue (all approved varieties) Bermudagrass
ICobe I,espcdeza Browntop Millet
Km ean Lespedeza Gennan Millet - Straui R
Weeping Lovegrass Clover - Red/White/Crimson
Carpetgrass
Minimum 78% pure live seed; maximum 1% total weed seed; maxinmin 2% rotal other crop
seed; maximum 144 restricted noxious weed seed per pouncl. Seed less ihau 76% purc live seed
will nol be approved.
Comntou or Sweet Sttndaugrass
Mviimnm 76% pure live seed; mTximum 1% total weed seed; maxinmm 2% total otlter crop
seed; maxinmm 144 restricted noxious weed seed per pound. Seed less tl�an 74% pure live seed
will not be approved.
Rya (grain; all varieties)
Keutucl<y Bluegrass (aIl approved varieties)
FIard Fescue (aIl approved varieties)
Shrub (bicolor) Lespedeza
Minimttm 70% pure live seed; maximum 1% total weed seed; maximum 2% total otl�er crop
seed; maxiumm 144 restricted noxious wecd seed per pound. Seed less thau 70% ptu'e live seed
will not bc approved.
Cenlipedegrass Japanese Millet
Crawnvetch I2eed C�n1ry Grass
Pensacola Bahiagrass Zoysia

Creepi��g Red Fescuc
Minimttm 70% ptu'c live seed; maxinn�m 1% total weed seed; maxinnun 2% total other crop
seed; maxinmm 5% inert matter;maximum 144 restricted noxious weed seed per poimd.
I3aruyard Crass
Big Bluestem
Little Bluestem
Bristly Locust
Birdsfoot Trefoil
indiingrass
Orchardgrass
Swilchgrass
Yellow Blossom Sweet Clover

T�MPOI2ARY ROCK SILT CH�CI{ TYPr, A WITH �XC�LSIOR MA'CTING AND
YOLYACRYLAMIDP (PAM):
Descriptiou
Tempora�y Rock Silt Cliecks "I'ype A�vith Gxcclsior Matting and Polyacryl�mide (PAM) are
devices utilized in temporary and permai�ent ditches to reduce �runoff velocity and iucorporate
PAM into the construction runoff to increase settling of sediment particles and re�uce lurbidity
of runofL Temporary Rock Silt Checks Type A with t;scelsior Malting and PAM are to be
placed at locations shown on the plans or as directed. installation sh�ll follow the detail
provided in lhe plans anct as directed. Work incluctes fi�rnishing materials, installation of
Temporaiy Rock Silt Checks Type A, matting iustall�tion, PAYt applic�tion, �nd removing
Temporary Rock Silt Checks Type A with Cxcelsior Matting ai�d YAM.
Materills
Structurnl stone shall be class B stone that meets the requirements of Seclion 10�42 of the
Stanrlm•d Specrfrcntions for Stone for Erosia�i Control, Class B.
Sediment control sto�ie shall be #t5 or 857 slone, which meets the requirements of Seclion 1005
of the S�rnzdnrd Sl�ecificatror�s for these stone sizes.
Matting sh�ll meet the requirements of Cxcelsior Matting in Subarticle 1060-8(I3) of the
Slarrdard Specrfrcatroris, or sl�all meet specifications provicled elsewhere in this conh•act.
Polyacrylamide (PAM) shall be applied in powder form and shall be anionic or neutrally
charged. Soil samples shall be obtainect in areas where tl�e "I'empora�y Rock Silt Checks Type A
with Excelsior Matting anct PAM will be placed, and from offsite material used fo construct the
roadway, and analyzed for the appropriate PAM flocculant ro be utilized �vith each Temporaiy
Rock Silt Check Type A. The PAM product used shall be listed on the North Caroliva
Department of F.nviroiiment and Natural Resources (NCDGNR) Division of Water Quality
(DWQ) web site as an approved PAM product for use in North Carolina.
Cmistruction Mctliods
I'empora�y Rock Silt Checks Type A sh�ll be installed in accordance with Subarticle 1633-3(A)
of the Stnnrlmr! Specif�calions, Roadway StTndard Drawing No. 1633.01 and lhe detail provided
in the plans.
Installation of matting shall be iu accordence wilh the detail provided in the plans, and anchored
by placing Class B stone on top of the matting at the upper and lower ends.
Apply PANI at a rate of 4 ounces over the center portion of the Temporary Rock Silt Cliecks
Type A anA matting where the water is going to flow over. PAM epplications shall be done
during construction activities and after every rainfall event th�t is equal to or exceeds OSO iu.

`I'he Contractor shall maintain die Temporary Rock Silt Checks Type A�vith E�celsior Matting
and PAM until the project is accepted or until the Temporary Rock Silt Checks Type A with
Excelsior Matting and PAM are removed, and shall remove and dispose of silt accumulations at
the Temporary Rock Silt Checks Type A with Excelsior Matting and PAM when so directed in
accordance with the requirements of Section 1630 of the Staridnrd Specifieatrons.
Measw•ement and Pnymcnt
"1'e»lporrny Rock Silt Checks TyE�e A will be measured and paid for in accordance witl� Articic
1633-5 of the Stnndm•d Specrficalrons, or in accordance with specifications provided elsewhere
in this conhact.
Matling will be measured and paid for in accordance with Article 1631-4 of the Stmrdrn�d
Specificntions, or in accordance with specificntions provided elsewhere in lhis contract.
Poly�rc�ylnmirle(PfIdI) will be measin�ed aud paid for by the actull weight in pounds of PAIvt
applied to the Temporary Rock Silt Checks Type A. Such price and payment will be full
compensation for all work covered by this sectioii, including, but not limited to, furnishing all
materials, labor, equipment and incidentals necessaiy to apply the Po/yaerylanirde(PA�11).
Payment will be mlde under:
Yay Item Pay Unit
Polyaciylamide(PAM) Pound

SILT T�NC� WATTL� I3RLAfC:
Description
Silt Fence Wattle Breaks are tubular products consistin� of excelsior fibers encased lli synthetic
netting and nsed in conjunction with Tempora�y Silt Fence at toe of fills to intercept rnuoff. Silt
Feuce WatHe Breaks are to be placed at locations sllown ou the plans or as directed. Installetion
sl�all follow the detail provided in the pl�ns and as du�ected. Work includes fi�rnishing materials,
installation, mainlenance nnd removuig Silt Pence Wattle Breaks.
Matei•i�ls
Wattle shall meet the folLowing specifications:
]00% Curled Wood (�xcelsior) FiUers
Miniumm Diameter 12 in.
Mu�imum Length 10 ft.
Minimum Density 2.5 Ib/ft' +/- 10%
Net Material Synthetic
Net Openings 1 in. x 1 ui.
Nct Configuration Totally Encased
Viiniiru�m Weight 20 Ib. +/- 10% per 10 R. length
Andiors: Stakes shall be used as anchors.
Wooden Stal<es:
Provide hardwood stakes a miniumm of 2-ft. lovg with a 2 in. x 2 in. nominal square
cross section. One end of tlie stake must be sl�arpened or beveled to facilitate driving
down into tl�e underlying soil.
Provide staples made of 0.125" diameter iiew steel wu�e forined into a u sl�ape not less tlian 12"
ui length wilh a throat of 1" in width.
Cm�sh�uction MeU�ods
A trench shall be excavated U�e entire length of the wattle with a dept� of 1 to 2 inches for the
wattle to be placed. Silt Fence W1tHe Breaks sl�all be secured to the soil by wire staples
approximalely eveiy 1 linear foot and at the end of eacli wattle. A minimum of 4 stakes shall be
installed on the downslope side of the wattle wilh a maximwn spacing of 2 linear feet, and
according to the detaiL Inslall a minimwn of 2 stakes on the iipslope side of the Sill Pence
Wattle Break accord'uig to the detail provided 'ui the plens. Stekes shall be driven into the ground
a muiimuu� oF 10 i�i. with no inore than 2 in. projecting fi�om the top of the wattle. Drive stakes
at an angLe according to tlie detail provided in the plans.

Install Temporary Silt Pence in accordancc with section 1605 of tlie Stand�rd SpecifIcations and
overllp each downslope side of Silt Fence Wattle Break Uy 6 inches.
Tlie Contrlctor sliall mainfain tl�e Silt Fence Watde Breaks until tl�e project is accepted or until
the Silt Pence Wattle Breaks are removed, �nd shall remove aud dispose of silt accumulations at
the Silt Pence Wattle Breal:s when so directed i�i accordauce �vith the requu'ements of Section
1630 of the Stanclnrrl Specifrcntials.
Nleasurement and Fayment
Silt Fe�rce lYattle Bre�k will be measured and paid for by the actual number of linear feet of Sill
Fence Wattle Breaks which are uistelled and accepted. Such price and payment will be fi�ll
compensation for all work covered by this sectiou, includ'uig, but nol limited to, fi�ruishing all
m�terials, labor, equipment and incidentals necessary to install the Sili Fe�rce DYatile Break.
Paymenl will be made under:
Pay Item P1y Unit
Wattle Linear Poot

STOCSCPILli AI2EAS:
The Contractoc shall install and maintavi erosion control devices suflicient to contain
sed'unent around any erodible material stockpile areas as directecl.
ACC�SS AND HAUL ROADS:
At the end of eacli working day, the Contractoc shalL 'utstlll or re-establish temporary
diversions or eartli benns across Tccess/haul roads to direct runoff into sectiment devices.
Silt fence sections that are temporarily removed shall be reinstalled across access/haul
roads at the end of each working day.

We�S'1'� AND BORROW SOURC�S:
Payment for temporary erosion contirol measures, except those made necessary by the
Contracror's own negligeuce or for his own convenience, will be paid for at the
appropriate conti�act unit price for the devices or measures utilized in borrow sources and
waste areas.
No additioval payment will be made For erosion control devices or pennauent seeding
and nmlching in any commercial borrow or weste pit. All erosion and sediment control
practices that �uay be requireci on a commercial borrow or �vaste site will be done at tl�e
Contcector's expense.

Pl�ce anchors across the mat at the ends approximately 1 it. aparL Place anchors along the outer
edges and down lhe ceuter of the mat 3 ft. apart.
Adjustments in the trenching or anchoring rec�uirements to fit individual site conditions may be
requu ed.
Measurement and Payinent
Coir Fiber Mal witl be measured aud paid For as the aclual number of square yards measured
along tl�e siuface of the ground over wl�ich con� fiber mat is installed and accepted.
No melsurement will be macte for anchor items.
Payment will Ue m�de ui�der:
Pay Item P:�y Unit
Coir Piber Mat Square Yarct