20140654 Ver 2_Application_20150311

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STATE OF NORTH CAROLINA
DEPARTMENT OF Ti2ANSPORTATION
PAT McCRORY
GOVERNOR
Mu•ch 5, 2015
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Dave Bailey
3331 Heritage Trade Dr., Ste. 105
Wake Forest, NC 27587
Attention: Mr. Dave Bailey and Mr. Dave Wanucha
ANOTHONY7.TATA
SECRETARY
NC Division of Water Resources
Winston-Salem Regional Office
Attn: Mr. Dave Wanucha
585 Waughtown St.
Winston-Salem, NC 27107
Subject: Notiiication for the replacement of Bridge #153 over Town Creelc on SR 2189 (Mosley
Loop) in Rockingham County. USACE AID SAW-2013-01845, NCDWR Project No.
201440654, WBS # 17BP.7.R.60
Dear Mr. Bailey and Mr. Wanucha:
The North Carolina Department of Transportation is scheduled to replace Bridge. #153 with a
new bridge at the same location. This proposed bridge had previously been submitted and
approved for an NWP 3 Maintenance permit (USACE Action Id. SAW-2013-01845). This
submittal modifies the original in that it adds temporary impacts necessary for the removal of the
existing bridge pier. The enclosed docuinents are only those that were inodified from the original
submittal; all other documents from the original submittal remain unchanged.
During the Preconstruction Meeting it became evident that our original permit application
neglected to account for the temporary stream impacts necessary for the removal of the concrete
pier located in the stream. At this time, planned construction activities have been halted and the
bridge reopened to traffic pending resolution of this situation. To remove the pier while creating
as little disturbance to the stream as is practical, we propose to construct a temporary work pad
extending from the south stream bank to the concrete pier (see attached documents for details).
To lessen stream impacts, the proposed work pad would be constructed by lining the stream
beneath the work pad with a geosynthetic membrane and placing clean rip iap on top of the
membrane to an elevation above the natural water surface. The wark to remove the concrete pier
would entail separating the pier wall from the footing, pulling the pier wall down onto the work
pad and removal of the pier wall from the project site. The concrete footing would remain in
place per request of the U.S. Fish and Wildlife Service. The work pad and geosynthetic
membrane would then be removed from the stream and the original stream bed and back
contours would be restored to pre-demolition conditions. Total estimated time to complete this
work is 5 days.
P. O. Box 14996, G�aNSaoao, NC 27415-4996
PxoNe(336)3343(92 Fnx [phone]

Mr. Monte Matthews
Bridge #29 on SR 1322
Page 2
June 20, 2011
We plan to resume demolition and conshuctiou as soon as possible. If further information is
required, please contact Jerry Parker at [phone]. Your early review and consideration
wiil be greatly appreciated.
Sincerely,
����P�
J.M. Mills, P.E.
Division Engineer, Division 7
Enclosures
cc: Guy Jordan, USFWS
Tim Powers, NCDOT
Barry Harrington, roadside Environmental field Operations Engineer, NCDOT
Jerry Warren, NCDOT
Bobby Nonis, District 3 Engineer, NCDOT
File '

Pat McCrory
Governor
���'�
�
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 Hoqan's Creek
WBS Element Number 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 documentafion 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: March 5, 2015
Applicant Name:
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 concrete 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), 59 linear feet of permanent stream impacts which are restricted to only the
stream banks for stabilization purposes and 20 Iinear feet of temporary impacts, 10 feet of which
overlap with permanent impacts. Temporary impacts consist of a temporary work pad 18' wide,
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 512 N Salisbury SL, Raleigh, NoAh Camlina
Phone:[phone] \ FAX: [phone]
IntemeC http:l/portal.ncdenr.orgtweb/wq
An Equal Oppodunity 1 AKrma�ive Aclion Employer
NorthCarolina
�aturallt�

that begins on the South bank and extends to the existing bridge pier at approximately mid
stream. The work pad will be constructed using geosynthetic material placed on the bank and
stream bottom, overlaid with ciean riprap built up to an elevation above the normal water
surface. Th2 thalv✓eg of the charrel will not be impacted. There are no aeck drairs an the
bridge; instead, stormwater runoff will be captured and 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: " " �� /� ��
Print Name: ✓ � �• �/ ��S
Tit�e: _ _ _ �j 1//�S/ BN �A/G'/ie/E�R

Low/Minimal tmpact Bridge Project Data Sheet
�TIP NO�. —� Nm �
BVV $ .'. . - . � � 1]BP.T.fl.60
COUt1i - �� ' �� RocNinphzm -
�� Brid eNum6er �iomss�����
description � -�� enaee7emsaove�noee�screekansa
3199 NaslP .I,pp �
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ClassificHtion �
SIN � �- �zat
Stream . TyPe � pa�����a�
$IZC � 42feelaibdtlge
� TypC � FelnlocetlCOnqDeckon4Beama
ExistingStructure Size � �o•xte� � � �
Suff. Ratin eaa
� �ProposedStmcture Type �� � za°coreesi�n
Size(wiam-owmoury mo•xzr
Stream � USACEIm acts�LF��. �. vPS,ss�r-�,em�o�ern,ioiF�emPor�ry�
Non404-Im acts.LF,. : No �
� USACEIm� sc[s� AC �..� ?�o
Wetlands Non 4041m acts AG�. , N�
CAMAlmoects AG �� � �� � No��-�� �
NC DW� BuRers � -� -� - - Im � acts� SF � � �- - No
6uffer A� licetion Re uired >40.ft Y!N No
�NCDWqStormWaterPe�mit PermitRe uired Y/N �, No
Habiiat (y/n) �'�� E. taewyaia No; HJeucocephelos-No;
P. banalls- No; ft Micnaud!- No
7&E 5 ecies Present No�e
� . �- E/aeW9ala-NoEllecgH./eucncepfra/vs�
BIO QOfIC�U5�Of1 No Ellecl; P. DOreaflS-NO EIIeN; R
Michauxn- No Ellecl
Moretorium T e � ,.� No � � � �
Da[es ���
... _. . . .. .__._. ._
� - Native/Hetchery � �� No � �
Trout Waters Trout S ecies Present No
Trout Condi[ions YM No
WRC Reviewer No � � �
CAMA AECs _ '-�. � ' rvo
EsseMial Fish Habitaf M � No
Nav. OPening �_�. . �. � � No .. . . .....
� � USCG P¢rmit "_-�� No
� Historic Pro ertles � No�
Archaeolaqical Resources � �� � rio � � �
Tri6a1 Lands No � - � � �
� 4 f Resouroes � � � � No
6 LWCF Resources No - � � � �
- �-�� ��WildandScenic.River �� �� � No
_
Forest Service Lends � � � � � � � �No � �
� � TVA.Area ��-�-- - - � No
.FEMA Bu out ' � � No
FEMA Flood Study . , ves
�� �'�'� USTsNazMats ` � No
Relocetees No
LoCation �AT . sz,sae�azoo
LONG �-�s.sosoesoo
Project Comments
_ .. . . _—_ _ _. _ ..... . _..
� Compfpted by: Dav�n Morrisoi,-. PE '��,t..,�%y.-x, `��,
_.
LeeCE gineer
. ..._ _.. .—�... ..._..__ __— —'._
JeYryParker � ��
_.... ._.. � .. _ . ..... . . ,....
Enulronmpn�nl olhcer
3/3l2015

Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2013-01845 County: Rockingham U.S.G.S. Quad: NC-MAYODAN
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
NCDOT
attn: Jerry Parker
P.O. Box 14996
Greensboro, NC, 27415
Size (acres) ~0.5 Nearest Town Madison
Nearest Waterway Hogans Creek River Basin Upper Dan. North Carolina, Virginia.
USGS HUC 3010103 Coordinates Latitude: 36.3833N, -79.9079 W
Location description: This project is located at Bridge No. 153 on SR 2189 (Mosley Loop) east of Madison, Rockingham
County, North Carolina.
Description of projects area and activity: The proposed project involves replacing an existing bridge with a new dual span 100ft
x 27 ft bridge to NCDOT standards. Impacts include permanent impacts to 59 linear feet (0.01 acre) of stream channel for
bank stabilization.
Applicable Law: ~ Section 404 (Clean Water Act, 33 USC 1344)
D Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 3 Maintenance.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 06/25/2014 (received 6/27/2014). Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C . Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact David Bailey at 919-554-4884 ext. 30 or [e-mail] .
.....--::-""~-2~~
Corps Regulatory Official: ~-r-~ ~ Date: 07/28/2014
Expiration Date ofVerification: 03/18/2017
Copy furnished:
Dave Wanucha, NCDENR-DWR, 585 Waughtown Street, Winston-Salem, NC 27107
Special Conditions:
1. The permittee shall abide by all stipulations identified in the Memorandum of Agreement between the
United States Army Corps of Engineers, the North Carolina Department of Transportation, and the
North Carolina State Historic Preservation Officer, executed January 14, 2014, copy attached .
Corps Regulatory Official:~~~ Date: 07/28/2014
Expiration Date ofVerification: 03/18/2017
Determination of Jurisdiction:
A. D Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary dete1mination is not an appealable action m1der the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331 ).
B. D There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. rgj There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. D The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW-
Basis For Determination: The site exhibits features with Ordinary High Water. The waters on site include Hogan's
Creek, a Relatively Permanent Water (RPW) which flows to the Dan River, a Traditionally Navigable Water. This
determination is based on an office verification by David E. Bailey (USACE) on 7/28/2014.
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985 . If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RF A form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RF A to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RF A form, it must be received at the above address by 09/27/2014 .
**It is not necessary to submit ~n RF A fonn to the ~ce if you do not object to the determination in this correspondence.**
Corps Regulatory Official: -~------~-----------------
David E. Bailey
Date ofJD: 07/28/2014 Expiration Date of JD: 07/28/2019
The Wilmington District is committed to providing the highest leve l of support to the public . To help us ensure we continue to do so,
please complete our customer Satisfaction Survey online at http://r e gulatory.usacesurvey.com/.
END PROJECT
BEGIN PROJECT
Hogan's Creek
Dan River
Mosley LoopNC
704
NC
704
B
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R
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R
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Bear Road
SR 2189
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1
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0
8
SR 2306
S
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2240
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7
Da
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Brid
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R
oa
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2
1
9
0
Hogan's Creek
S
R

2
3
1
1
Hogan's Creek
0
PROFILE (HORIZONTAL)
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
D
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P
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TRAN SPORTA
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A TE OF NORT
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CAR
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N
A
PROJECT LENGTH
1020 20
2001020
4 2 0 4 8
PLANS PREPARED FOR THE NCDOT BY:
STV/RALPH WHITEHEAD ASSOCIATES, INC.
NC License Number F-0991

VICINITY MAP
N.T.S.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
LOCATION:
TYPE OF WORK:GRADING, PAVING, DRAINAGE, & STRUCTURE
40
DHV
D
T
V
=
=
=
=
=MPH
ADT
N/A
N/A
P.E.
=ADT 2025
NCDOT CONTACT:
-L-
40
4
NAD 83
See Sheet 1-B For Standard Symbology Sheet
See Sheet 1-A For Index of Sheets
VIRGINIA MABRY
Transportation Program Management Unit
NSRS 2007
SUBREGIONAL TIER DESIGN
LOCAL
FUNC. CLASSIFICATION:
ENGINEER
HYDRAULICS
ENGINEER
DESIGN
ROADWAY
17BP.7.R.60
17BP.7.R.60
1402000
35
6%
-L- STA. 11+56.00
BEGIN BRIDGE -L- STA. 12+56.00
END BRIDGE
ON SR 2189 (MOSLEY LOOP)
C
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T
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A
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:

C
2
0
2
9
2
3

-L- STA. 10+06.00
BEGIN PROJECT 17BP.7.R.60
-L- STA. 14+06.00
END PROJECT 17BP.7.R.60
P
R
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:

17
B
P
.
7
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R
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6
0
TOTAL LENGTH OF PROJECT 17BP.7.R.60 = 0.076 MILES
LENGTH OF STRUCTURE PROJECT 17BP.7.R.60 = 0.019 MILES
LENGTH OF ROADWAY PROJECT 17BP.7.R.60 = 0.057 MILES
ROCKINGHAM COUNTY
BRIDGE #780153 OVER HOGAN'S CREEK
N/A
TO NC HWY 704
TO
N
C
H
W
Y
704
SR 2189 (MOSLEY LOOP)
H
O
G
AN
'S C
REEK
KIT A. PERSIANI, PE
ETHAN P. WRIGHT, EI
OFF-SITE DETOUR
2012 STANDARD SPECIFICATIONS
MARCH 7, 2012
MARCH 7, 2012
AND STOPPING SIGHT DISTANCE
DESIGN EXCEPTION FOR VERTICAL CURVES
TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II.
NOTE: CLEARING ON THIS PROJECT SHALL BE PERFORMED
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SMITH-ROWE, LLC
NC License Number F-0991
900 West Trade St., Ste. 715
Charlotte, NC 28202
STREAM IMPACTS
REVIEW SUBMITTAL
PERMIT DRAWINGS
SUBMITTED: 06/05/2014
7
900 West Trade St., Ste. 715, Charlotte NC, 28202
17BP.7.R.60
17BP.7.R.60 CONSTRUCTION
R/W & UTILITIES
SUBMITTAL #S-199R1
Scale : 80
H
OGANS
CR
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K
EXI
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R/
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EXI
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R/
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EXISTING R/W
EXISTING R/W
6
0
.0
0
'
MON
CONC
MON
CONC
MON
CONC
MARTIN, JOSEPH
DB 1340 PG 903
TUCKER, CLARENCE
DB 1000 PG 1939
TUCKER, CLARENCE
DB 1000 PG 1939 DB 901 PG 2077
LOGAN, SAMMIE
MARTIN, JOSEPH
DB 1340 PG 903
DB 857 PG 1035
BRAY, JAMES
6
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-L-
CB
*AND STOPPING SIGHT DISTANCES.
DESIGN EXCEPTION FOR HORIZONTAL CURVES *
**
SR 2189 MOSLEY LOOP
1
9'
B
S
T
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NAD 83/ NSRS 2007
BRIDGE #780153
17BP.7.R.60
540
545
550
555
560
565
570 570
565
560
555
550
545
540
SMITH-ROWE, LLC
NC License Number F-0991
900 West Trade St., Ste. 715
Charlotte, NC 28202
SITE 1
LEGEND
WATER
IMPACTS IN SURFACE
DENOTES PERMANENT
AREA (AC)
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
LENGTH (FT)
59<0.01SS
SHEET 2 OF 7
PERMIT DRAWING
PIER
EXIST.
(BANK STABILIZATION)
IN SURFACE WATERS
PERMANENT IMPACTS
(BANK STABILIZATION)
IN SURFACE WATERS
PERMANENT IMPACTS
Scale : 40
D
V10=1.2fps
Q10=1.3cfs
PROP. PIPE-1
D
V10=2.9fps
Q10=0.9cfs
PROP. DITCH-1
D
V10=3.9fps
Q10=1.4cfs
PROP. DITCH-2
TO BREAK
SAW CUT/CHIP
TO REMOVE
AWAY FROM STREAM
ROTATE UP AND
EXISTING PIER REMOVAL
FINAL CONDITION
ONTO CAUSEWAY
PULL DOWN
BARRIER
FILTER FABRIC
CAUSEWAY
TEMPORARY
CAUSEWAY
TEMP.
TEMP. TURBIDITY
CURTAIN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
10<0.01SW IMPACTS
TEMPORARY
JD
JD
PI = 11+10.00
EL = 561.37'
(
-
)
6.
8365%
(-)1.0000%
VC = 160'
K = 27
PI = 12+90.00
EL = 559.57'
(-)1.0000%(+)2.0769%
VC = 80'
K = 26 PI = 13+68.00
EL = 561.19'
(+)2.0769%(+)0.3421%
VC = 76'
K = 44
1.
5
:
1
1.5
:1
1.5:1 (TYP.)
CLASS II RIP RAP
-L- STA 11+56.00
BEGIN BRIDGE
-L- STA 12+56.00
END BRIDGE
BEGIN PROJECT 17BP.7.R.60
EL = 568.48'
-L- STA 10+06.00
EL = 561.32'
-L- STA 14+06.00
PROPOSED GRADE
TO BE REMOVED
EXIST BRIDGE EXISTING GRADE
(+)0.8266%
EXIST
(
-
)
6.
7300%
E
X
I
S
T
EL = 556.41'
24.93' LT
-L- STA 14+44.26
BMI
EL = 558.80'
13.32' LT
-L- STA 12+58.03
BL-3
ELEV = 559.84'
STA 12+76.00
LOW POINT
*
DS = 25
DS = 25
DS = 40
*
*
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
=
=
=
=
=
=
=
=
=
=
=
3700 CFS
25 YRS
559.10 FT
5493 CFS
100 YRS
560.41 FT
5900 CFS
200 YRS
561.7 FT
548.70 FT
03/26/12
END PROJECT 17BP.7.R.60
STOPPING SIGHT DISTANCES.
DESIGN EXCEPTION FOR VERTICAL CURVES AND
EXCAVATION (TYP.)
UNCLASSIFIED STR
El = 555.89
El = 557.24
PI =11+25.00
PI =11+50.00
El = 555.06
PI =11+56.00
El = 551.38
PI =11+85.00
E
l

=

5
5
8
.6
0
P
I

=
13
+
7
7
.8
6
E
l

=

5
6
0
.10
P
I
=
14
+
0
0
.0
0
El = 554.89
PI =11+50.00
El = 553.30
PI =11+56.00
(-)
5.4
0%
(-) 13.83%
(-) 12.69%
(-) 26.50%
El = 550.16
PI =11+95.00
(-) 8.05%
(+) 6.78%
ELEV - 548.70'
N.W.S. = WATER LEVEL (3-26-12)
F
F
F
F
F
F
C
F
F
F
F
C
C
F
F
F
H
OGANS
CR
E
E
K
EXI
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TI
NG
R/
W
EXI
S
TI
NG
R/
W
EXISTING R/W
EXISTING R/W
6
0
.0
0
'
MON
CONC
MON
CONC
MON
CONC
MARTIN, JOSEPH
DB 1340 PG 903
TUCKER, CLARENCE
DB 1000 PG 1939
TUCKER, CLARENCE
DB 1000 PG 1939 DB 901 PG 2077
LOGAN, SAMMIE
MARTIN, JOSEPH
DB 1340 PG 903
DB 857 PG 1035
BRAY, JAMES
6
0
.
0
0
'
21
21
22
22
11+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
-L-
CB
*AND STOPPING SIGHT DISTANCES.
DESIGN EXCEPTION FOR HORIZONTAL CURVES *
**
SR 2189 MOSLEY LOOP
1
9'
B
S
T
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NAD 83/ NSRS 2007
BRIDGE #780153
17BP.7.R.60
540
545
550
555
560
565
570 570
565
560
555
550
545
540
SMITH-ROWE, LLC
NC License Number F-0991
900 West Trade St., Ste. 715
Charlotte, NC 28202
SITE 1
4A
Scale : 40
PIER
EXIST.
SHEET 3 OF 7
PERMIT DRAWING
(BANK STABILIZATION)
IN SURFACE WATERS
PERMANENT IMPACTS
(BANK STABILIZATION)
IN SURFACE WATERS
PERMANENT IMPACTS
D
V10=2.9fps
Q10=0.9cfs
PROP. DITCH-1
D
V10=3.9fps
Q10=1.4cfs
PROP. DITCH-2
D
V10=1.2fps
Q10=1.3cfs
PROP. PIPE-1
CAUSEWAY
TEMP.
TEMP. TURBIDITY
CURTAIN
LEGEND
WATER
IMPACTS IN SURFACE
DENOTES PERMANENT
AREA (AC)
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
LENGTH (FT)
59<0.01SS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
10<0.01SW IMPACTS
TEMPORARY
JS
JS
PI = 11+10.00
EL = 561.37'
(
-
)
6.
8365%
(-)1.0000%
VC = 160'
K = 27
PI = 12+90.00
EL = 559.57'
(-)1.0000%(+)2.0769%
VC = 80'
K = 26 PI = 13+68.00
EL = 561.19'
(+)2.0769%(+)0.3421%
VC = 76'
K = 44
1.
5
:
1
1.5
:1
1.5:1 (TYP.)
CLASS II RIP RAP
-L- STA 11+56.00
BEGIN BRIDGE
-L- STA 12+56.00
END BRIDGE
BEGIN PROJECT 17BP.7.R.60
EL = 568.48'
-L- STA 10+06.00
EL = 561.32'
-L- STA 14+06.00
PROPOSED GRADE
TO BE REMOVED
EXIST BRIDGE EXISTING GRADE
(+)0.8266%
EXIST
(
-
)
6.
7300%
E
X
I
S
T
EL = 556.41'
24.93' LT
-L- STA 14+44.26
BMI
EL = 558.80'
13.32' LT
-L- STA 12+58.03
BL-3
ELEV = 559.84'
STA 12+76.00
LOW POINT
*
DS = 25
DS = 25
DS = 40
*
*
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
=
=
=
=
=
=
=
=
=
=
=
3700 CFS
25 YRS
559.10 FT
5493 CFS
100 YRS
560.41 FT
5900 CFS
200 YRS
561.7 FT
548.70 FT
03/26/12
END PROJECT 17BP.7.R.60
STOPPING SIGHT DISTANCES.
DESIGN EXCEPTION FOR VERTICAL CURVES AND
EXCAVATION (TYP.)
UNCLASSIFIED STR
El = 555.89
El = 557.24
PI =11+25.00
PI =11+50.00
El = 555.06
PI =11+56.00
El = 551.38
PI =11+85.00
E
l

=

5
5
8
.6
0
P
I

=
13
+
7
7
.8
6
E
l

=

5
6
0
.10
P
I
=
14
+
0
0
.0
0
El = 554.89
PI =11+50.00
El = 553.30
PI =11+56.00
(-)
5.4
0%
(-) 13.83%
(-) 12.69%
(-) 26.50%
El = 550.16
PI =11+95.00
(-) 8.05%
(+) 6.78%
ELEV - 548.70'
N.W.S. = WATER LEVEL (3-26-12)
5
4
8
5
4
8
548
5
4
9
5
4
9
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SITE 1
DIVISION OF HIGHWAYS
ROCKINGHAM COUNTY
PROJECT: 17BP.7.R.60
(MOSLEY LOOP)
ON SR 2189
OVER HOGAN'S CREEK
BRIDGE No. 780153
NCDOT
06/05/2014SHEET 4 OF 7GRAPHIC SCALE
0'20'20'
NAD 83/ NSRS 2007
Scale : 20
PIER
EXIST.
LOOP
MOSLEY
SR 2189
(BANK STABILIZATION)
IN SURFACE WATERS
PERMANENT IMPACTS
(BANK STABILIZATION)
IN SURFACE WATERS
PERMANENT IMPACTS
CAUSEWAY
TEMP.
TEMP. TURBIDITY
CURTAIN
LEGEND
AREA (AC)
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WATER
IMPACTS IN SURFACE
DENOTES PERMANENT
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
LENGTH (FT)
59<0.01
10<0.01SW IMPACTS
TEMPORARY
J
D
J
D
C
Scale : 20
NAMES AND ADDRESSES
PARCEL NO.ADDRESSESNAMES
PROPERTY OWNERS
DIVISION OF HIGHWAYS
NCDOT
ROCKINGHAM COUNTY
PROJECT: 17BP.7.R.60
BRIDGE NO. 780153
OVER HOGAN'S CREEK
ON SR-2189
(MOSLEY LOOP)
SHEET 5 OF 7 06/05/2014
1 TUCKER M. CLARENCE
MADISON, NC 27025
541 MOSLEY LOOP
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(Version 1.2; Released July 2012)
17BP.7.R.60 Br. 780153 County(ies):Rockingham Page 1 of 1
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Project Description
None
303(d) Impairments:
[e-mail]
Supplemental: None
Primary:
Hogan's Creek
Roanoke
2231
NCDWQ Surface Water Classification for Primary Receiving Water
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Christy Huff
Bridge Replacement
General Project Information
6/5/2014
Project/TIP No.:
NCDOT Contact:
Project No.:17BP.7.R.60 Br. 780153
Contractor / Designer:STV/Ralph Whitehead Associates
ac.0.16 ac.Project Built8Upon Area (ac.)0.14
City/Town:
7043721885
Priority Projects Office Address:
Madison, NC
19197076606
Rockingham
Address:900 West Trade St. Suite 715
Transportation Program Management Unit Charlotte, NC 28202
[e-mail]
River Basin(s):
Primary Receiving Water:
Class C
Buffer Rules in Effect
None
Other Stream Classification:
No
N/A
NCDWQ Stream Index No.:
Proposed Project Existing Site
Project Length (lin. Miles or feet): Surrounding Land Use: Agricultural and LowDensity Residential0.08
Design/Future:Existing:
ac.
General Project Narrative:
Typical Cross Section Description:

References
140
0.16
Average Daily Traffic (veh/hr/day):
ac.Project Built8Upon Area (ac.)
Local Rural highway with 210' travel lanes and roadsi de ditches.
N/A
0.14
ROADWAY DESCRIPTION

The project 17BP.7.R.60 consists of constructing a new 100’x27’, 24” Cored Slab, dual span
bridge to replace the existing 70’x18’, concrete deck on concrete piles, dual span bridge #780153
on SR 2189 (Mosley Loop) over Hogan’s Creek in Rockingham County. The total project length
is 0.08 miles. The project creates permanent impacts to Hogan’s Creek which is located in the
Roanoke River Basin. The project drainage system consists of drop inlets and pipes that drain to
roadside rip rap ditches. Rip rap aprons are located at the end of each pipe outfall and where the
ditches tie into the stream banks. The proposed bridge will require deck drains that do not drain
over open water.

ENVIRONMENTAL DESCRIPTION

The project is located in Rockingham County in the Roanoke River Basin. The project creates less
than 0.01 acres of permanent impacts to the Jurisdictional Stream Hogan’s Creek which is
classified as class ‘C’ The roadway approach work is minimized as much as possible to reduce the
proposed imprint. The bridge spans the entire stream that results in no permanent stream impacts
due to the bridge. The permanent impacts are caused by the rip rap aprons that are placed near the
stream banks to alleviate the potential for erosion. Rip rap ditches and aprons are used due to the
topographic constraints of the project and will reduce the potential for erosion in the project area.
Reforestation is planned to re8vegetate the environmentally sensitive area around the bridge site.
Bridge 153
Map Location ¦Figure 1USGS MapNC DOT Bridge 153 over Hogans Creek
Mosley Loop, Madison, NC
Rockingham County
Mayodan Quadrangle
USGS Topography, 2013
April 23, 2014
ROCKINGHAMSTOKES
GUILFORD
CASWELL
FORSYTH ALAMANCE 1 inch = 2,000 feet
Bridge 153
Map Location ¦Figure 2Soil Map
NC DOT Bridge 153 over Hogans Creek
Mosley Loop, Madison, NC
Rockingham County
Soil Sheet 3
Rockingham Soil Survey, 1992
April 23, 2014
ROCKINGHAMSTOKES
GUILFORD
CASWELL
FORSYTH ALAMANCE 1 inch = 2,000 feet
BEVERLY EAVESPERDUE
GOVERNOR
yd ec S�ATF ��
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STATE OF NORTH CAROLINA
DEPAR`TMENT OF TRANSPORTATTON
September 24, 2012
Mr. Andrew Williams
US Army Corps of Engineers
3331 Heritage Trade Drive Suite 105
Wake Forest, NC 27587
Dear Mr. Williams:
EUGENE A. CONTI, JR.
SECRETARY
RE: Notification of Adverse Effect Finding, Replace Rockingham County Bridge No. 153on
SR 2189 (Mosely's Loop) over Hogan's Creek
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 153
on SR 2189 (Mosely's Loop) over Hogan's Creek in Rockingham County with a new structure.
The project is subject to compliance with Section 106 of the National Historic Preservation Act of
1966, as amended, and implemented by the Advisory Council on Historic Preservation's
regulations for compliance codified as 36 CFR Part 800.
After consultation with the North Carolina State Historic Preservation Office, it was determined
that the subject project would have an adverse effect on the Rockingham Bridge No. 153. This
bridge is considered eligible for the National Register of Historic Places under Criteria A for
Engineering. Subsequently, the North Carolina Department of Transportation prepared a
notification of adverse effect as required by required by the Council in Part 800.6(a)(1). This
documentation does not proffer a formal invitation to the Council for their participation in the
consultation because none of the circumstances specified in Part 800.6(a)(1)(I)(A}(C) exist for
this project.
Please submit this documentation to the Advisory Council and request their review pursuant to 36
CFR Part 800.6(a)(1). If you have any questions concerning the accompanying information, please
contact me, at (919) 431-161 or [e-mail].
Sincerely, •
���
Shelby Spillers
Historic Architecture Group, NCDOT
Attachments
cc: Pam Williams, Priority Projects Office, NCDOT
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
HUMAN ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC, 27699-1598
TELEPHONE: [phone]
Fnx: 919-431-2001
WEBSITE: WIMN.NCDOT.ORG
LOCATION:
PROJECT DEVELOPMENT $�
ENVIRONMENTALANALYSIS BRANCH -
ENVIRONMENTAL RESOURCE CENTER
4�O'I-"I'I6 ATLANTICAVENUE
RALEIGH NC, 27604

COIR FIBER MAT:

Description

Furnish material, install and maintain coir fiber mat in locations shown on the plans or in
locations as directed. Work includes providing all materials, excavating and backfilling, and
placing and securing coir fiber mat with stakes, steel reinforcement bars or staples as directed.

Materials

Item Section
Coir Fiber Mat 1060-14

Anchors: Stakes, reinforcement bars, or staples shall be used as anchors.

Wooden Stakes:

Provide hardwood stakes 12"- 24" long with a 2" x 2" nominal square cross section. One
end of the stake must be sharpened or beveled to facilitate driving through the coir fiber
mat and down into the underlying soil. The other end of the stake needs to have a 1"- 2"
long head at the top with a 1"- 2" notch following to catch and secure the coir fiber mat.

Steel Reinforcement Bars:

Provide uncoated #10 steel reinforcement bars 24" nominal length. The bars shall have a
4" diameter bend at one end with a 4" straight section at the tip to catch and secure the
coir fiber mat.

Staples:

Provide staples made of 0.125" diameter new steel wire formed into a u shape not less
than 12" in length with a throat of 1" in width.

Construction Methods

Place the coir fiber mat immediately upon final grading. Provide a smooth soil surface free from
stones, clods, or debris that will prevent the contact of the mat with the soil. Unroll the mat and
apply without stretching such that it will lie smoothly but loosely on the soil surface.

For stream relocation applications, take care to preserve the required line, grade, and cross
section of the area covered. Bury the top slope end of each piece of mat in a narrow trench at
least 6 in. deep and tamp firmly. Where one roll of matting ends and 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 in. deep every 50 ft. longitudinally along the edges of the
mat or as directed. Fold over and bury mat to the full depth of the trench, close and tamp firmly.
Overlap mat at least 6 in. where 2 or more widths of mat are installed side by side.
ENVIRONMENTALLY SENSITIVE AREAS:

Description

This project is located in an Environmentally Sensitive Area. This designation requires special
procedures to be used for clearing and grubbing, temporary stream crossings, and grading
operations within the Environmentally Sensitive Areas identified on the plans and as designated
by the Engineer. This also requires special procedures to be used for seeding and mulching and
staged seeding within the project.

The Environmentally Sensitive Area shall be defined as a 50-foot buffer zone on both sides of
the stream or depression measured from top of streambank or center of depression.

Construction Methods

(A) Clearing and Grubbing

In areas identified as Environmentally Sensitive Areas, the Contractor may perform
clearing operations, but not grubbing operations until immediately prior to beginning
grading operations as described in Article 200-1 of the Standard Specifications. Only
clearing operations (not grubbing) shall be allowed in this buffer zone until immediately
prior to beginning grading operations. Erosion control devices shall be installed
immediately following the clearing operation.

(B) Grading

Once grading operations begin in identified Environmentally Sensitive Areas, work shall
progress in a continuous manner until complete. All construction within these areas shall
progress in a continuous manner such that each phase is complete and areas are
permanently stabilized prior to beginning of next phase. Failure on the part of the
Contractor to complete any phase of construction in a continuous manner in
Environmentally Sensitive Areas will be just cause for the Engineer to direct the
suspension of work in accordance with Article 108-7 of the Standard Specifications.

(C) Temporary Stream Crossings

Any crossing of streams within the limits of this project shall be accomplished in
accordance with the requirements of Subarticle 107-12 of the Standard Specifications.

(D) Seeding and Mulching

Seeding and mulching shall be performed in accordance with Section 1660 of the
Standard Specifications and vegetative cover sufficient to restrain erosion shall be
installed immediately following grade establishment.

Seeding and mulching shall be performed on the areas disturbed by construction
immediately following final grade establishment. No appreciable time shall lapse into
the contract time without stabilization of slopes, ditches and other areas within the
Environmentally Sensitive Areas.

(E) Stage Seeding

The work covered by this section shall consist of the establishment of a vegetative cover
on cut and fill slopes as grading progresses. Seeding and mulching shall be done in
stages on cut and fill slopes that are greater than 20 feet in height measured along the
slope, or greater than 2 acres in area. Each stage shall not exceed the limits stated above.

Additional payments will not be made for the requirements of this section, as the cost for this
work shall be included in the contract unit prices for the work involved.

FLOATING TURBIDITY CURTAIN:

Description

This work consists of furnishing a Floating Turbidity Curtain to deter silt suspension and
movement of silt particles during construction. The floating turbidity curtain shall be
constructed at locations as directed.

Materials

The curtain material shall be made of a tightly woven nylon, plastic or other non-
deteriorating material meeting the following specifications:

Property Value
Grab tensile strength *md-370 lbs *cd-250 lbs
Mullen burst stength 480 psi
Trapezoid tear strength *md-100 lbs *cd-60 lbs
Apparent opening size 70 US standard sieve
Percent open area 4% permittivity 0.28 sec-1

*md - machine direction
*cd - cross machine direction

In the event that more than one width of fabric is required, a 6" overlap of the material
shall also be required.

The curtain material shall be supported by a flotation material having over 29 lbs/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 coating as load lines.

Construction Methods

The Contractor shall maintain the Floating Turbidity Curtain in a satisfactory condition
until its removal is requested by the Engineer. The curtain shall extend to the bottom of
the jurisdictional resource. Anchor the curtain according to manufacturer
recommendations.

Measurement and Payment

Floating Turbidity Curtain will be measured and paid for as the actual number of square
yards of curtain furnished as specified and accepted. Such price and payment will be full
compensation for the work as described in this section including but not limited to
furnishing all materials, tools, equipment, and all incidentals necessary to complete the
work.

Payment will be made under:

Pay Item Pay Unit
Floating Turbidity Curtain Square Yard

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

Stabilization for this project shall comply with the t ime frame guidelines as specified 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 within 7 calendar days from the last land-
disturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided in 14 calendar days from the last land-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 4:1 or flatter

The stabilization timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.

NATIVE GRASS SEEDING AND MULCHING: (West)

Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and
riparian areas, and adjacent to Stream Relocation and/or trout stream construction within a 50
foot zone on both sides of the stream or depression, measured from top of stream bank or center
of depression. The stream bank of the stream relocation shall be seeded by a method that does
not alter the typical cross section of the stream bank. Native Grass Seeding and Mulching shall
also be performed in the permanent soil reinforcement mat section of preformed scour holes, and
in other areas as directed.

The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds per acre.

August 1 - June 1 May 1 – September 1
18# Creeping Red Fescue 18# Creeping Red Fescue
8# Big Bluestem 8# Big Bluestem
6# Indiangrass 6# Indiangrass
4# Switchgrass 4# Switchgrass
35# Rye Grain 25# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000 Limestone

Approved Creeping Red Fescue Cultivars:

Aberdeen Boreal Epic Cindy Lou

Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.

Temporary Seeding

Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate
of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet or Browntop Millet
shall be used in summer months and rye grain during the remainder of the year. The Engineer
will determine the exact dates for using each kind of seed.

Fertilizer Topdressing

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
maintained and the rate of application adjusted to provide the same amount of plant food as 16-8-
8 analysis and as directed.

Supplemental Seeding

The kinds of seed and proportions shall be the same as specified for Seeding and Mulching, and
the rate of application may vary from 25# to 75# per acre. The actual rate per acre will be
determined prior to the time of topdressing and the Contractor will be notified in writing of the
rate per acre, total quantity needed, and areas on which to apply the supplemental seed.
Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating seed into
the soil as to prevent disturbance of existing vegetation. A clodbuster (ball and chain) may be
used where degree of slope prevents the use of a sod seeder.

Mowing
The minimum mowing height shall be 6 inches.

Measurement and Payment

Native Grass Seeding and Mulching will be measured and paid for in accordance with Article
1660-8 of the Standard Specifications.

REFORESTATION:
Description
Reforestation will be planted within interchanges and 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 placement of temporary fill or clearing
activities shall be restored to the preconstruction contours and revegetated with native
woody species.
The entire Reforestation operation shall comply with the requirements of Section 1670 of
the Standard Specifications.
Materials
Reforestation shall be bare root seedlings 12"-18" tall.
Construction Methods
Reforestation shall be shall be planted as soon as practical following permanent Seeding
and Mulching. The seedlings shall be planted in a 16-foot wide swath adjacent to mowing
pattern line, or as directed.
Root dip: The roots of reforestation seedlings shall be coated with a slurry of water, and
either a fine clay (kaolin) or a superabsorbent that is designated as a bare root dip. The
type, mixture ratio, method of application, and the time of application shall be submitted
to the Engineer for approval.
With the approval of the Engineer, seedlings may be coated before delivery to the job or at
the time of planting, but at no time shall the roots of the seedlings be allowed to dry out.
The roots shall be moistened immediately prior to planting.
Seasonal Limitations: Reforestation shall be planted from November 15 through March
15.
Measurement and Payment
Reforestation will be measured and paid for in accordance with Article 1670-17 of the
Standard Specifications.

RESPONSE FOR EROSION CONTROL:

Description

Furnish the labor, materials, tools and equipment necessary to move personnel,
equipment, and supplies to the project necessary for the pursuit of any or all of the
following work as shown herein, by an approved subcontractor.

Section Erosion Control Item Unit
1605 Temporary Silt Fence LF
SP Special Sediment Control Fence LF/TON
1615 Temporary Mulching ACR
1620 Seed - Temporary Seeding LB
1620 Fertilizer - Temporary Seeding TN
1631 Matting for Erosion Control SY
SP Coir Fiber Mat SY
SP Coir Fiber Baffles LF
SP Permanent Soil Reinforcement Mat SY
1660 Seeding and Mulching ACR
1661 Seed - Repair Seeding LB
1661 Fertilizer - Repair Seeding TON
1662 Seed - Supplemental Seeding LB
1665 Fertilizer Topdressing TON
SP Safety/Highly Visible Fencing LF
SP Response for Erosion Control EA

Construction Methods

Provide an approved subcontractor who performs an erosion control action as described
in Form 1675. Each erosion control action may include one or more of the above work
items.

Measurement and Payment

Response for Erosion Control will be measured and paid for by counting the actual
number of times the subcontractor moves onto the project, including borrow and waste
sites, and satisfactorily completes an erosion control action described in Form 1675. The

provisions of Article 104-5 of the Standard Specifications will not apply to this item of
work.

Payment will be made under:

Pay Item Pay Unit
Response for Erosion Control Each

SAFETY FENCE AND JURISDICTIONAL FLAGGING:

Description

Safety Fence shall consist of furnishing materials, installing and maintaining polyethylene or
polypropylene fence along the outside riparian buffer, wetland, or water boundary, or other
boundaries located within the construction corridor to mark the areas that have been approved to
infringe within the 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 delineated by stakes and highly
visible flagging.

Jurisdictional boundaries at staging areas, waste sites, or borrow pits, whether 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 preconstructed safety fence
approved by the Engineer. The fence material shall have an ultraviolet coating.

Either wood 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 minimum nominal 2" x 2” cross
section. Steel posts shall be at least 5 ft. in length, and have a minimum weight 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 flagging shall be at least 1” in width. The flagging material shall be vinyl and shall be
orange in color and highly visible.

Construction Methods

No additional clearing and grubbing is anticipated for the installation of this fence. The fence
shall be erected to conform to the general contour of the ground.

(A) Safety Fencing

Posts shall be set at a maximum spacing of 10 ft., maintained in a vertical position and hand set
or set with a post driver. If hand set, all backfill material shall be thoroughly tamped. Wood
posts may be sharpened to a dull point if power driven. Posts damaged by power driving shall 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 Contractor, be cut at this angle either
before or after the posts are erected.

The fence geotextile shall be attached to the wood posts with one 2" galvanized wire staple
across each cable or to the steel posts with wire or other acceptable means.

Place construction stakes to establish the location of the safety fence in accordance with Article
105-9 or Article 801-1 of the Standard Specifications. No direct pay will be made for the staking
of the safety fence. All stakeouts for safety fence shall be considered incidental to the work
being paid for as “Construction Surveying”, except that where there is no pay item for
construction surveying, all safety fence stakeout will be performed by state forces.

The Contractor shall be required to maintain the safet y fence in a satisfactory condition for the
duration of the project as determined by the Engineer.

(B) Boundary Flagging

Boundary flagging delineation of interior boundaries shall consist of wooden stakes on 25 feet
maximum intervals with highly visible orange flagging attached. Stakes shall 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. Interior boundaries of hand
clearing shall be identified with a different colored flagging to distinguish it from mechanized
clearing.

Boundary flagging delineation of interior boundaries will be placed in accordance with Article
105-9 or Article 801-1 of the Standard Specifications. No direct pay will be made for
delineation of the interior boundaries. This delineation will be considered incidental to the work
being paid for as Construction Surveying, except that where there is no pay item or construction
surveying the cost of boundary flagging delineation shall be included in the unit prices bid for
the various items in the contract. Installation for delineation of all jurisdictional boundaries at
staging areas, waste sites, or borrow pits shall consist of wooden stakes on 25 feet maximum
intervals with highly visible orange flagging attached. Stakes shall be installed a minimum of 6”
into the ground. Additional flagging may be placed on overhanging vegetation to enhance
visibility but does not substitute for installation of stakes.

Installation of boundary flagging for delineation of all jurisdictional boundaries at staging areas,
waste sites, or borrow pits shall be performed in accordance with Subarticle 230-4(B)(3)(d) or
Subarticle 802-2(F) of the Standard Specifications. No direct pay will be made for this
delineation, as the cost of same shall be included in the unit prices bid for the various items in the
contract.

The Contractor shall be required to maintain alternative stakes and highly visible flagging in a
satisfactory condition for the duration of the project as determined by the Engineer.

Measurement and Payment

Safety Fence will be measured and paid as the actual number of linear feet of polyethylene or
polypropylene fence installed in place and accepted. Such payment will be full compensation
including but not limited to furnishing and installing fence geotextile with necessary posts and
post bracing, staples, tie wires, tools, equipment and incidentals necessary to complete this work.

Payment will be made under:

Pay Item Pay Unit
Safety Fence Linear Foot

STABILIZATION REQUIREMENTS:

Stabilization for this project shall comply with the t ime frame guidelines as specified 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 within 7 calendar days from the last land-
disturbing activity, with the following exceptions in which temporary or permanent ground cover
shall be provided in 14 calendar days from the last land-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 4:1 or flatter

The stabilization timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.

SEEDING AND MULCHING: (West)

The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds per acre.

Shoulder and Median Areas

August 1 - June 1 May 1 - September 1
20# Kentucky Bluegrass 20# Kentucky Bluegrass
75# Hard Fescue 75# Hard Fescue
25# Rye Grain 10# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone

Areas Beyond the Mowing Pattern, Waste and Borrow Areas:

August 1 - June 1 May 1 - September 1
100# Tall Fescue 100# Tall Fescue
15# Kentucky Bluegrass 15# Kentucky Bluegrass
30# Hard Fescue 30# Hard Fescue
25# Rye Grain 10# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone

Approved Tall Fescue Cultivars

2nd Millennium Duster Magellan Rendition
Avenger Endeavor Masterpiece Scorpion
Barlexas Escalade Matador Shelby
Barlexas II Falcon II, III, IV & V Matador GT Signia
Barrera Fidelity Millennium Silverstar
Barrington Finesse II Montauk Southern Choice II
Biltmore Firebird Mustang 3 Stetson
Bingo Focus Olympic Gold Tarheel
Bravo Grande II Padre Titan Ltd
Cayenne Greenkeeper Paraiso Titanium
Chapel Hill Greystone Picasso Tomahawk
Chesapeake Inferno Piedmont Tacer
Constitution Justice Pure Gold Trooper
Chipper Jaguar 3 Prospect Turbo
Coronado Kalahari Quest Ultimate
Coyote Kentucky 31 Rebel Exeda Watchdog
Davinci Kitty Hawk Rebel Sentry Wolfpack
Dynasty Kitty Hawk 2000 Regiment II
Dominion Lexington Rembrandt

Approved Kentucky Bluegrass Cultivars:

Alpine Bariris Envicta Rugby
Apollo Bedazzled Impact Rugby II
Arcadia Bordeaux Kenblue Showcase
Arrow Champagne Midnight Sonoma
Award Chicago II Midnight II

Approved Hard Fescue Cultivars:

Chariot Nordic Rhino Warwick
Firefly Oxford Scaldis II
Heron Reliant II Spartan II
Minotaur Reliant IV Stonehenge

On cut and fill slopes 2:1 or steeper add 20# Sericea Lespedeza January 1 - December 31.

Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and as directed.

TEMPORARY SEEDING:

Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate
of 400 pounds and seeded at the rate of 50 pounds per acre. German Millet, or Browntop Millet
shall be used in summer months and rye grain during the remainder of the year. The Engineer
will determine the exact dates for using each kind of seed.

FERTILIZER TOPDRESSING:

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
maintained and the rate of application adjusted to provide the same amount of plant food as 16-8-
8 analysis and as directed.

SUPPLEMENTAL SEEDING:

The kinds of seed and proportions shall be the same as specified for Seeding and Mulching, and
the rate of application may vary from 25# to 75# per acre. The actual rate per acre will be
determined prior to the time of topdressing and the Contractor will be notified in writing of the
rate per acre, total quantity needed, and areas on which to apply the supplemental seed.
Minimum tillage equipment, consisting of a sod seeder shall be used for incorporating seed into
the soil as to prevent disturbance of existing vegetation. A clodbuster (ball and chain) may be
used where degree of slope prevents the use of a sod seeder.

MOWING:

The minimum mowing height on this project shall be six inches.

NCDOT GENERAL SEED SPECIFICATION FOR SEED QUALITY

Seed shall be sampled and tested by the North Carolina Department of Agriculture and
Consumer Services, Seed Testing Laboratory. When said samples are collected, the vendor shall
supply an independent laboratory report for each lot to be tested. Results from seed so sampled
shall be final. Seed not meeting the specifications shall be rejected by the Department of
Transportation and shall not be delivered to North Carolina Department of Transportation
warehouses. If seed has been delivered it shall be available for pickup and replacement at the
supplier's expense.

Any re-labeling required by the North Carolina Department of Agriculture and Consumer
Services, Seed Testing Laboratory, that would cause the label to reflect as otherwise specified
herein shall be rejected by the North Carolina Department of Transportation.

Seed shall be free from seeds of the noxious weeds Johnsongrass, Balloonvine, Jimsonweed,
Witchweed, Itchgrass, Serrated Tussock, Showy Crotalaria, Smooth Crotalaria, Sicklepod,
Sandbur, Wild Onion, and Wild Garlic. Seed shall not be labeled with the above weed species
on the seed analysis label. Tolerances as applied by the Association of Official Seed Analysts
will NOT be allowed for the above noxious weeds except for Wild Onion and Wild Garlic.

Tolerances established by the Association of Official Seed Analysts will generally be
recognized. However, for the purpose of figuring pure live seed, the found pure seed and found
germination percentages as reported by the North Carolina Department of Agriculture and
Consumer Services, Seed Testing Laboratory will be used. Allowances, as established by the
NCDOT, will be recognized for minimum pure live seed as listed on the following pages.

The specifications for restricted noxious weed seed refers to the number per pound as follows:

Restricted Noxious
Weed
Limitations per
Lb. Of Seed
Restricted Noxious
Weed
Limitations per
Lb. of Seed
Blessed Thistle 4 seeds Cornflower (Ragged Robin) 27 seeds
Cocklebur 4 seeds Texas Panicum 27 seeds
Spurred Anoda 4 seeds Bracted Plantain 54 seeds
Velvetleaf 4 seeds Buckhorn Plantain 54 seeds
Morning-glory 8 seeds Broadleaf Dock 54 seeds
Corn Cockle 10 seeds Curly Dock 54 seeds
Wild Radish 12 seeds Dodder 54 seeds
Purple Nutsedge 27 seeds Giant Foxtail 54 seeds
Yellow Nutsedge 27 seeds Horsenettle 54 seeds
Canada Thistle 27 seeds Quackgrass 54 seeds
Field Bindweed 27 seeds Wild Mustard 54 seeds
Hedge Bindweed 27 seeds

Seed of Pensacola Bahiagrass shall not contain more than 7% inert matter, Kentucky Bluegrass,
Centipede and Fine or Hard Fescue shall not contain more than 5% inert matter whereas a
maximum of 2% inert matter will be allowed on all other kinds of seed. In addition, all seed
shall not contain more than 2% other crop seed nor more than 1% total weed seed. The
germination rate as tested by the North Carolina Department of Agriculture shall not fall below
70%, which includes both dormant and hard seed. Seed shall be labeled with not more than 7%,

5% or 2% inert matter (according to above specifications), 2% other crop seed and 1% total
weed seed.

Exceptions may be made for minimum pure live seed allowances when cases of seed variety
shortages are verified. Pure live seed percentages will be applied in a verified shortage situation.
Those purchase orders of deficient seed lots will be credited with the percentage that the seed is
deficient.

FURTHER SPECIFICATIONS FOR EACH SEED GROUP ARE GIVE BELOW:

Minimum 85% pure live seed; maximum 1% total weed seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 83% pure live seed
will not be approved.

Sericea Lespedeza
Oats (seeds)

Minimum 80% pure live seed; maximum 1% total weed seed; maximum 2% total other crop;
maximum 144 restricted noxious weed seed per pound. Seed less than 78% pure live seed will
not be approved.

Tall Fescue (all approved varieties) Bermudagrass
Kobe Lespedeza Browntop Millet
Korean Lespedeza German Millet - Strain R
Weeping Lovegrass Clover - Red/White/Crimson
Carpetgrass

Minimum 78% pure live seed; maximum 1% total weed seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 76% pure live seed
will not be approved.

Common or Sweet Sundangrass

Minimum 76% pure live seed; maximum 1% total weed seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 74% pure live seed
will not be approved.

Rye (grain; all varieties)
Kentucky Bluegrass (all approved varieties)
Hard Fescue (all approved varieties)
Shrub (bicolor) Lespedeza

Minimum 70% pure live seed; maximum 1% total weed seed; maximum 2% total other crop
seed; maximum 144 restricted noxious weed seed per pound. Seed less than 70% pure live seed
will not be approved.

Centipedegrass Japanese Millet
Crownvetch Reed Canary Grass
Pensacola Bahiagrass Zoysia

Creeping Red Fescue

Minimum 70% pure live seed; maximum 1% total weed seed; maximum 2% total other crop
seed; maximum 5% inert matter;maximum 144 restricted noxious weed seed per pound.

Barnyard Grass
Big Bluestem
Little Bluestem
Bristly Locust
Birdsfoot Trefoil
Indiangrass
Orchardgrass
Switchgrass
Yellow Blossom Sweet Clover

TEMPORARY ROCK SILT CHECK TYPE A WITH EXCELSIOR MATTING AND
POLYACRYLAMIDE (PAM):

Description

Temporary Rock Silt Checks Type A with Excelsior Matting and Polyacrylamide (PAM) are
devices utilized in temporary and permanent ditches to reduce runoff velocity and incorporate
PAM into the construction runoff to increase settling of sediment particles and reduce turbidity
of runoff. Temporary Rock Silt Checks Type A with Excelsior Matting and PAM are to be
placed at locations shown on the plans or as directed. Installation shall follow the detail
provided in the plans and as directed. Work includes furnishing materials, installation of
Temporary Rock Silt Checks Type A, matting installation, PAM application, and removing
Temporary Rock Silt Checks Type A with Excelsior Matting and PAM.

Materials

Structural stone shall be class B stone that meets the requirements of Section 1042 of the
Standard Specifications for Stone for Erosion Control, Class B.

Sediment control stone shall be #5 or #57 stone, which meets the requirements of Section 1005
of the Standard Specifications for these stone sizes.

Matting shall meet the requirements of Excelsior Matting in Subarticle 1060-8(B) of the
Standard Specifications, or shall meet specifications provided elsewhere in this contract.

Polyacrylamide (PAM) shall be applied in powder form and shall be anionic or neutrally
charged. Soil samples shall be obtained in areas where the Temporary Rock Silt Checks Type A
with Excelsior Matting and PAM will be placed, and from offsite material used to construct the
roadway, and analyzed for the appropriate PAM flocculant to be utilized with each Temporary
Rock Silt Check Type A. The PAM product used shall be listed on the North Carolina
Department of Environment and Natural Resources (NCDENR) Division of Water Quality
(DWQ) web site as an approved PAM product for use in North Carolina.

Construction Methods

Temporary Rock Silt Checks Type A shall be installed in accordance with Subarticle 1633-3(A)
of the Standard Specifications, Roadway Standard Drawing No. 1633.01 and the detail provided
in the plans.

Installation of matting shall be in accordance with 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 PAM at a rate of 4 ounces over the center portion of the Temporary Rock Silt Checks
Type A and matting where the water is going to flow over. PAM applications shall be done
during construction 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 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 Standard Specifications.

Measurement and Payment

Temporary Rock Silt Checks Type A will be measured and paid for in accordance with Article
1633-5 of the Standard Specifications, or in accordance with specifications provided elsewhere
in this contract.

Matting will be measured and paid for in accordance with Article 1631-4 of the Standard
Specifications, or in accordance with specifications provided elsewhere in this contract.

Polyacrylamide(PAM) will be measured and paid for by the actual weight in pounds of PAM
applied to the Temporary Rock Silt Checks Type A. Such price and payment will be full
compensation for all work covered by this section, including, but not limited to, furnishing all
materials, labor, equipment and incidentals necessary to apply the Polyacrylamide(PAM).

Payment will be made under:

Pay Item Pay Unit
Polyacrylamide(PAM) Pound

SILT FENCE WATTLE BREAK:

Description

Silt Fence Wattle Breaks are tubular products consisting of excelsior fibers encased in synthetic
netting and used in conjunction with Temporary Silt Fence at toe of fills to intercept runoff. Silt
Fence Wattle Breaks are to be placed at locations shown on the plans or as directed. Installation
shall follow the detail provided in the plans and as directed. Work includes furnishing materials,
installation, maintenance and removing Silt Fence Wattle Breaks.

Materials

Wattle shall meet the following specifications:

100% Curled Wood (Excelsior) Fibers
Minimum Diameter
Minimum Length
12 in.
10 ft.
Minimum Density 2.5 lb/ft3 +/- 10%
Net Material Synthetic
Net Openings 1 in. x 1 in.
Net Configuration Totally Encased
Minimum Weight 20 lb. +/- 10% per 10 ft. length

Anchors: Stakes shall be used as anchors.

Wooden Stakes:

Provide hardwood stakes a minimum of 2-ft. long with a 2 in. x 2 in. nominal square
cross section. One end of the stake must be sharpened or beveled to facilitate driving
down into the underlying soil.

Provide staples made of 0.125" diameter new steel wire formed into a u shape not less than 12"
in length with a throat of 1" in width.

Construction Methods

A trench shall be excavated the entire length of the wattle with a depth of 1 to 2 inches for the
wattle to be placed. Silt Fence Wattle Breaks shall be secured to the soil by wire staples
approximately every 1 linear foot and at the end of each wattle. A minimum of 4 stakes shall be
installed on the downslope side of the wattle with a maximum spacing of 2 linear feet, and
according to the detail. Install a minimum of 2 stakes on the upslope side of the Silt Fence
Wattle Break according to the detail provided in the plans. Stakes shall be driven into the ground
a minimum of 10 in. with no more than 2 in. projecting from the top of the wattle. Drive stakes
at an angle according to the detail provided in the plans.

Install Temporary Silt Fence in accordance with section 1605 of the Standard Specifications and
overlap each downslope side of Silt Fence Wattle Break by 6 inches.

The Contractor shall maintain the Silt Fence Wattle Breaks until the project is accepted or until
the Silt Fence Wattle Breaks are removed, and shall remove and dispose of silt accumulations at
the Silt Fence Wattle Breaks when so directed in accordance with the requirements of Section
1630 of the Standard Specifications.

Measurement and Payment

Silt Fence Wattle Break will be measured and paid for by the actual number of linear feet of Silt
Fence Wattle Breaks which are installed and accepted. Such price and payment will be full
compensation for all work covered by this section, including, but not limited to, furnishing all
materials, labor, equipment and incidentals necessary to install the Silt Fence Wattle Break.

Payment will be made under:

Pay Item Pay Unit
Wattle Linear Foot

STOCKPILE AREAS:
The Contractor shall install and maintain erosion control devices sufficient to contain
sediment around any erodible material stockpile areas as directed.
ACCESS AND HAUL ROADS:
At the end of each working day, the Contractor shall install or re-establish temporary
diversions or earth berms across access/haul roads to direct runoff into sediment devices.
Silt fence sections that are temporarily removed shall be reinstalled across access/haul
roads at the end of each working day.
WASTE AND BORROW SOURCES:
Payment for temporary erosion control measures, except those made necessary by the
Contractor’s own negligence or for his own convenience, will be paid for at the
appropriate contract unit price for the devices or measures utilized in borrow sources and
waste areas.
No additional payment will be made for erosion control devices or permanent seeding
and mulching in any commercial borrow or waste pit. All erosion and sediment control
practices that may be required on a commercial borrow or waste site will be done at the
Contractor’s expense.

Place anchors across the mat at the ends approximately 1 ft. apart. Place anchors along the outer
edges and down the center of the mat 3 ft. apart.

Adjustments in the trenching or anchoring requirements to fit individual site conditions may be
required.

Measurement and Payment

Coir Fiber Mat will be measured and paid for as the actual number of square yards measured
along the surface of the ground over which coir fiber mat is installed and accepted.

No measurement will be made for anchor items.

Payment will be made under:

Pay Item Pay Unit
Coir Fiber Mat Square Yard

� ��, ,� � �s
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field O�ce
Post O�ce Box 33726
Raleigh, North Cazolina 27636-3726
May 8, 2012
Jerry Parker
North Carolina Department of Transportation
P.O. Box 14996
Greensboro, NC 27415
Deaz Ms. Pazker:
This letter is in response to your letter of May 3, 2012 which provided the U.S. Fish and Wildlife
Service (Service} with the biological conclusion of the North Carolina Deparnnent of
Transportation (NCDOT) that the replacement of Bridge No. 153 on SR 2189 over Hogan's
Creek in Rockingham County may affect, but is not likely to adversely affect the federally
endangered Roanoke logperch (Percina rex). In addition, NCDOT has determined that this
project will have no effect on the federally endangered James spinymussel (Pleurobema collina).
These comments are provided in accordance with Section 7 of the Endangered Species Act
(ESA) of 1973, as amended (16 U.S.C.1531-1543).
According t� info?�ation provided, fish and mussel surveys were conducted at the project site on
August 25, 2011. The surveys extended SO meters upstream and 500 meters dov✓nstream of the
crossing. Neither of the federaily listed species was found, and no mussels of any species were
observed. However, suitable habitat for Roanoke logperch exists tUroughout the surveyed reach.
During an informal on-site meeting heid on October 25, 201 l, several conservafion measures
were discussed and agreed upon by aii parties. The commitments include:
l. Offs;±e detoL
2. No bents in water
3. Method II Clearing with clearing and grubbing to slope stake line and cleaz only five feet
beyond for erosion control measures
4. Interior abutment to be removed to footing (leaue footing in place)
5. Provide ten foot bench from top ofbank to toe of standazd end bent protection
6. Implementation of erosion and sedimentation conttol measures, as specified by "Design
Standazds in Sensitive Watersheds" (15A NCAC 04BA124)
7. No direct discharge of deck drainage shall be allowed over the water
Based on the survey results and the comtnitment to the conservation measures listed above, the
Service concurs with your conclusion that the project may affect, but is not likely to adversely
affect the Roanoke logperch. We also concur thaS the proj ecf will ha�e no effect on the James

_ .
spinymussel. We believe that the requirements of Section 7(a){2) of the ESA have been satisfied
for these species. We remind you that obligations under Section 7 consultarion must be
reconsidered i£ (1) new information reveals impacts of this identified action ttiat may affect
listed species or critical habitat in a manner not previously considered in this review; (2) this
action is subsequently modified in a manner that was not considered in tYus review; or (3) a new
species is listed or critical habitat determined that may be affected by this idenrified action.
The Service appreciates the opporiwlity to review this project. If you have any questions
regazding our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
9 w�
� Pete Benj
Field Supervisor
Electronic copy: Andy Williams, USACE, Wake Forest, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Atlanta, GA

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
AEPLY IO
arren��o�oF: January 14, 2014
Regulatory Division
Action ID. SAW-2013-01845
Re: Memorandum of Agreement (MOA) for NCDOT replacement of Bridge No. 153 on SR 2189 (Mosely Loop)
over Hogans Creek, east of Madison, in Rockingham Cotmty, North Carolina. The project will adversely affect
Bridge No. 153.
John T. Eddins, Ph.D.
Advisory Council on Historic Preservation
Office of Federal Agency Programs
1100 Pennsylvania Avenue, NW, Suite 803
Washington, D.C., 20004
Dear Mr. Eddins:
Enclosed please find a copy of the MOA between tlie US Army Corps of Engineers, the North Carolina
Department of Transportation (NCDOT), aud 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 Counry, North Carolina. lnasmuch as it was necessary to secure a
Corps pem�it under the authority of the Clean Water Act, and there is no other known Federal action related to this
project, the Wiimington District Corps of Eugineers served as the lead Federal agency with respect to ensuring
compliance with Section 106 of the Historic Preservation Act. A permit for the 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)(I)(iv), we are forwarding a copy of the executed MOA for your records.
If you have any questions or need additional information, please contact Andrew Wiliiams, at the Raleigh
Regulatory Field Office, telephone [phone], extension 26.
Sincerely,
Vv�
�
�Scott McLeudon
Chief, Regulatory Division
Enclosure
Copies fw•nished (with enclosure):
Ms. Renee Gledhill-Earley
North Carolina Department of Cultural Resources
Siate Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617

-2-
NCDOT
Human Environment Unit
Attn: Ms. Shelby Spillers
1598 Mail Service Center
Raleigh, NC 27699-1598
NCDOT, Division 7
Attn: Mr. Jerry Parker
Division Environmental Supervisor
P.O. Box 14996
Greensbm•o, NC 27415

PA'C MCCRORY
Govewvox
a�to�
� �
.Q�
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
February 15, 2013
RECENEC
JUN 5 2013
RALEIdH REBULATORY
ANTHONYJ.TATA
SECRETARY
Mr. Andre�v Williams � E �o' � � �/� �
US A�7ny Corps of Engineers
3331 Heritage Trade Drive Suite 105 JUN 10 P013
Wake Forest, NC 27587
fiEO� WILM� FLD� QFG,
Dear Mr. Alsmeyer:
RE: Memorandum 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 with Section 106 of the National Historic
Preservation Act of 1966, as amended, and implemented by the Advisory Council on Historic
Preservation's regulations for compliance codified as 36 CFR Part 800. Enclosed is
Memarandum of Agreement (MOA) required for the resolution of adverse effects.
After consultation with the North Carolina State Histaric Preservation Office, it was determined
that the subject project �vould have an adverse effect on Bridge Number 153 over an unnamed
creek in Rockingham County, a bridge determined eligible for listing in the National Register of
Historic Places by the Statewide Aistoric Bridge Inventory in June of2003. Subsequently,the
North Caro(ina Department of Transportation has drafted a MOA to mitigate tlie effects of the
proposed undertaking on both historic properties. Please fonvard the signed MOA to the
Advisoiy Council far their files. This filivg is the formal conclusion of the Section 106 process
and must occur before the undertaking is approved.
If you have any questions concerning the accompanying information, please contact Mary Pope
Furr, Supervisor, Historic Architecture Section, at (919)-707-6068.
Attachments
cc: Ramona Baitos, NC HPO
Pam Williams, NCDOT
MAILING ADDRESS:
NC DEPARTMENT OF TRAYSPORTATIOY
PROJECT DEVELOPMEN (& ENVIRONMENTN� ANAlY51S UNI �
1 S9H MAIL SERVICE CEMER
RALEicH NC 27699-7548
Sincerely,
��/', �O/� /
Shelby L. Spillers
Architectural Historian
TE!F.anOUe. 919-707-6000
FAX�. 919-212-5785
WEaSRENCOOiGOV
IOCATION:
CFN i URV CENTER, BGtLDING B
1020 61RCH RIDG'c DRIVE
RALEIGH NC 27610

MEMORANDUM OF AGREEMENT
AMONG THE UNIT�D STATES ARMY CORPS OF
TH� NORTH CAROLINA DEPARTMENT OF TRANSPORTA
RECEIVEC�
JUN 5 2013
RALEIOH REQULATORY
FIELD OFFICE
AND
THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
THE R�PLACEMENT OF BRIDGE 153
ON SR 2189 OVER AN UNNAMED CREEK
ROCHINGHAM COUNTY, NORTH CAROLINA
NCDOT PROJECT No.17BP.7.R.52
WHEREAS, the United States Army Corps of Engineers (USACE) has determined that
the replacement of Bridge 153 on SR 2189 over an unnamed creek in Rockingham
County, North Carolina (the Undertaking) will have an effect upon Rockingham County
Bridge No. 153, a structure determined eligible for listing in the National Register of
Historic 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 Preseivation Act (16 U.S.C. 470 fl; and
WHEREAS, 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
WH�REAS, the North Carolina Department of Transportation (NCDOT) has
participated in the consultation and has been invited by USACE and the North Carolina
SHPO to be a signatoiy to this Memorandum of Agreement (MOA);
NOW, THEREFORE, USACE, NCDOT and the North Carolina SHPO agree that the
Undertaking shall be implemented in accordance with the following stipulations in order
to take into account the effects of the Undertaking on the historic property.
STIPULATIONS
The USACE & NCDOT wili ensure that the following measures are carried out:
I. Photorecordation
Prior to the initiation of construction, NCDOT will record the existing condition of
Rockingham Bridge No. 153 and its suiroundings in accordance with the attached
Historic Structures and Landscape Recordation Pian (Appendix A). Copies of the
documentation will be deposited in the files of the State Historic Preservation Ofiice
and NCDOT Historic Architecture Group.

II. Inclusion of Bridge No. 153 in tl�e Historic Bridges of North Carolina
Website
NCDOT is cun•ently developing a public website that will provide information about
historic bridges and the history of bridge construction in North Carolina. Since
Rockingham Bridge No. 153 is an eligible stivcture it will be included in the
inventory of bridges with photographs and a narrative history.
III. Unanticipated Discovery
In accordance with 36 CFR 800.11(a), ifNCDOT identifies additional cultural
resource(s) during construction and determine them to be eligible for the NRHP, all
work will be halted within the limits of the NRHP-eligible resource(s) and the
USACE and SHPO contacted. If after consultation with the Signatory Parties
additional mitigation is determined necessary, the NCDOT, in consultation with the
Signatoiy Parties, will develop and implement appropriate protection/mitigation
measures for the resource(s). Inadvertent or accidental discovery of human remains
will be handled in accordance with North Carolina General Statutes 65 and 70.
IV. Dispute Resolution
Should any of the Signatory or Parties object within (30) days to any plans or
documentation provided for review pursuant to this Agreement, the USACE shall
consult with the objecting party(ies) to resolve the objection. If the USACE or the
objecting party(ies) determines that the objection cannot be resolved, the USACE
will forward all documentation relevant to the dispute to the Council. Within thirty
(30) days after receipt of all peirtinent documentation, the Council will either:
1. Provide the USACE with recommendations, which the USACE will
take into account in reaching a final decision regarding the dispute, or
2. Notify the USACE that it will comment pursuant to 36 CFR Section
800.7(c) and proceed to comment. Any Council comment provided in
response to such a request will be taken into account by the USACE in
accordance with 36 CFR Section 800.7 (c) (4) with reference to the
subject ofthe dispute.
Any recommendation or comment provided by the Council will be understood to
pertain only to the subject of the dispute; USACE and NCDOT's responsibility to
carry out all of the actions under this agreement that are not the subject of the
dispute will remain unchanged.
V. Amendments
Shou(d any of the Signatory Parties to this MOA believe that its tertns cannot be
carried out or that an arnendment to the terms must be made, that party(ies) shall
immediately consult with the other party(ies) to develop amendments in accordance
with 36 CFR 800.6(c)(7).. If an amendment cannot be agree upon, the dispute
resolution process set forth in Stipulation IV will be followed.

VI. Termination
Any of the Signatory Party(ies) may tertninate the agreement by providing 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
teirnination. Termination of this MOA will require compliance with 36 CFR 800.
This MOA may be terminated by the execution of a subsequent MOA that explicitly
terminates ar supersedes its teims.
VII. Duration
Unless teiminated 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
terms have satisfactorily been fulfilled or if NCDOT is unable or decides not to
construct the Undertaking.
Execution of this Memorandum of Agreement by USACE, NCDOT, and the North
Carolina SHPO, and implementation of its terms, evidence that USACE has afforded the
Council an oppoirtunity to comment on the Undertaking, and that USACE has taken into
account the effects of the Undertaking on the historic properties.
SIGNATORIES:
� (J
BY� Date: �' � 7 " ��
�Steven A. Bal •, Colonel
US Army District Commander
United States Aimy Corps of Engineers, Wilmington District
By: GS`�-"�- ��-��_ Date: ,S z. 1
Kevin Ch ry, Ph.D.
North Carolina State Historic Preseivation Officer
North Carolina Department of Cultural Resources
BY� !� Date: � / ��
RobeiK Andrew Joyner, .E.
Human Environment Section Head
North Carolina Depariment of Transportation

����i�r �
JUN 5 1013
RALEIOH REp��,qTORY
MEMORANDUM OF AGREEMENT �--
AMONG TH� UNITED STATES ARMY CORPS OF ENGIN�ERS,
TH� NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
AND
THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
THE R�PLACEM�NT OF BRIDGE 153
ON SR 2189 OVER THE UNNAMED CR�EK
ROCHINGHAM COUNTY, NORTH CAROLINA
NCDOT PROJECT No.17BP.7.R.52
FILED:
BY� Date:
Advisory Council on Historic Preservation

RECEIVEC�
JUN ' 5 2013
APPENDIX A ' RALEIdH REGULATORY
Historic Structures and Landscape Recordation Plan
NCDOT Project No. 17BP.7.R.52
The Replacement of Bridge 153
On SR 2189 over Unnamed Creek
Rockingham County, North Carolina
Photographic Requirements
• Elevations and oblique views of Bridge No. 153 and its setting.
■ Representative structural and ornamental details of the bridge.
Photographic Format
■ Color digital images (all views). Images are to be shot on a SLR digital camera with a
minimum resolution of 6 megabyte pixels, at a high quality (preferably RAW) setting,
to be saved in TIF foi�nat as the archival masters and labeled according to the State
Historic Preservation Office standards.
■ All processing to be done to archival standards.
■ The accompanying printed inventoiy of the images — including subject, location, date,
and photographer information for each image — is to be completed according to the
State Historic Preservation Office standards.
Copies and Curation
One (1) set of all above mentioned photographic documentation, including a compact
disc of labeled images, will be deposited with the North Carolina Office of Archives
and History/Historic Preseivation 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 Architecture Group
of NCDOT.