20131058 Ver 1_Application_20131001

i� 14 �
�b
i��� � ,'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY
GoverzNOa
September 30, 2013
Mr. Steven Kichefski
Asheville Regulatory Field Office
US Army Corp of Engineers
151 Patton Avenue, Suite 208
Asheville, NC 28801-5006
AN �OrrY J. TATA
SECRETARY
SUBJECT: Bridge #117 Replacement on SR 1565 (Stikeleather Road), Iredell County
Dear 5ir:
The North Carolina Department of Transportation requests authorization to replace a
deteriorating bridge on SR 1565 (Stikeleather Road) in Iredell County. NCDOT proposes to
replace the existing 19-ft timber deck bridge with a 42 foot long, 20' x 6' Conspan on concrete
footings. The footings will be constructed outside of the stream channel; however, imperoious
dikes will be utilized to manage the stream during conshuction of the concrete footings. The
banks and stream immediately upstream and downstream of the spanning shucture will be
disturbed (see attached culvert construction sequence sheet); therefore, it will be necessary to
conshuct 25-foot long riprap-faced floodplaiu benches upstream and downstream of the
bottomless culvert to re-establish "normal" channel dimensions. Addirionally, 25 feet of bank
stabilization along an adjacent unnamed iributazy will be necessary due to dishubance during
construction of the Conspan concrete footings. A temporary cofferdam pumping system will be
nsed to divert the stream azound the construction site as needed. Any azeas affected by temporary
cofferdam system will be restored to pre-project condifions. The scope of the work will result in
a total of 75 feet of permanent impacts to Cullys Branch and an unnamed tributary to Cullys
Branch, wluch is classified a WS IV Watershed by the Division of Water Quality.
A survey was conducted March 2012 for federally listed species for Iredell County (USFWS
listed dated September 22, 2010), which include the dwazf-flowered heartleaf (Hexastydis
naniflora) and the bog turtle (Cdemmys muhlenbergit�. Suitable habitat for the federally listed
heartleaf species did not e�st in the project study azea. No impact on either species is anticipated.
A cultural resowces review of the area of potential impact was conducted. There are no
archaeological sites or historic properties wluch would be affected by the project. (Project
Tracking No. 11-10-0018).
The project area is not located within % mile of any critical watershed area. SR 1565 is not a rural
or urban arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous
spill basin checklist.

Bridge # 117, SR 1 S65
Page 2
September 30, 2013
I have enclosed a pr�construction notificarion for a NW#14, sketches of planned activifies and
location maps relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150461-55120005-17BP12.R21-3372
• TIP#: NA
• Project Category: $240.00 Fee
If you have any questions or concerns please feel free to contact me at [phone]. Thank
you for your time and consideration on this matter.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
., s
� : - . .�: r°
BY: _ / ` w: C!°b---
�.�'1^
Trish Beam
Division 12 Environmenta] Supervisor
Enclosures

F `N T�y �.
�, tiW
�' , � �
_ � __.
„�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construcfion Notificafion C Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number. 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Qualiry Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certiflcation — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: SR 1565 (Stikeleather Road)
2b. County: Iredell
2c. Nearest municipality / town: Statesville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state 17BP.12R.21
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NC DOT Right of Way
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Streetaddress:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: Mike Holder
4c. Business name N.C. Department of Transportation, Division 12
(if applicable):
4d. Street address: 1710 East Marion Street
4e. City, state, zip: Shelby, NC 28151
4f. Telephone no.: 704-480-9020
4g. Fax no.: 704-480-5401
4h. Email address: [e-mail]
5. AgenUConsultant Information (if applicable)
5a. Name: Trish Beam
5b. Business name N.C. Department of Transportation, Division 12
(if applicable):
5c. Street address: 1710 East Marion Street
5d. City, state, zip: Shelby, NC 28151
Se. Telephone no.: 704-480-9044
5f. Fax no.: 704-480-5401
5g. Email address: [e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Properly Identiflcation
1a. Property identification no. (tax PIN or parcel ID): NA
1b. Site coordinates (in decimal degrees): Latitude: 35.8774 Longitude: - 81.0334
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: <.10 acres
2. SurFace Waters
2a. Name of nearest body of water (stream, river, etc.) to Cully's Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Yadkin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing 19-foot timber deck span bridge on paved secondary road; Land use is mostiy forested/residential.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and per2nnial) on the property:
200 feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed work is to replace the deteriorating bridge for the safety of the travelling public.
3e. Describe the overall project in detail, including the type of equipment to be used:
NCDOT proposes to replace the existing 19-ft timber deck bridge with a 42 foot long, 20' x 6' conspan on concrete
footings. The footings will be constructed outside of the stream channel; however, ilmpervious dikes will be utilized to
manage the stream during construction of the concrete footings; therefore, the banks and stream immediately upstream
and downstream of the conspan will be disturbed. It will be necessary to construct riprap-faced floodplain benches to re-
establish "normal" channel dimensions. Additionally, a side channel adjacent to the existing bridge will require 25 feet of
bank stabilization due to disturbance during construction. A temporary cofferdam pumping system will be used to divert
the stream around the constructio� site as needed. Any areas affected by temporary cofferdam system wiil be restored to
pre-project conditions. All Best Management Practices will be utilized during the course of the project. The Project will
be constructed using typical heavy equipment (trackhoe, backhoe, etc.)
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including ali prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments: Jurisdictional stream determination made by
Division 12 DEO.
4b. If the Corps made the jurisdictional determination, what type � preliminary 0 Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for � yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10. 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that appiy):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetiand area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forestad (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora
W1 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W2 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number- (PER)or (Corps-404,1-0 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
Impervious dikes � pER � Corps
S1 ❑ P� T forconstruction of Cully's Branch � INT � DWQ 12 65
footings
Inlet/outlet flood
benches to re-
S2 � P❑ T establish channel Cully's Branch � PER � Corps 12 50
dimensions after ❑ INT � DWQ
removal of
impervious dikes
S3 � P 0 T Bank Stabilization UT to Cully's ❑ PER � Corps 1 25
Branch � INT � DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impaMs 75"
3i. Comments: * Permanent impacts
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent(P)or
Tem ora
01 ❑P❑T
02 ❑P❑T
03 ❑P�T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chaR below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
Sg. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Tota► buffer impacts
6i. Comments:
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Construction of inleUoutlet flood benches to re-establish channel dimensions after removal of impervious dikes used during
consturction of conspan footings.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minirnization of impacts by installing appropriate erosion control measures.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the SWte
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigafion is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this � payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �coid
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zorie Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Y� � No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana emeM Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Complies with NCDOT's individuai
NPDES permit NCS000250.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Loca� Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Govemment Stormwater Review
3a. in which locai govemmenYs jurisdiction is this project? NA
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all that apply): ❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro rem Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ yes ❑ No
5b. Have alI of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
7. Enviranmental Documentation (DWQ Requirement)
1 a. Does the project irnolve an expenditure of public (federal/state/local) funds or the � yes ❑ No
use of public (federai/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized 6y the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in vioiation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B A200)7
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which couid impact nearby downstream water quality?
3b. If you answered "yes° to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is a minimum criteria project which has low potential for cumulative/indirect impacts and will not result in
additional development which could impact water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater generated from project.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program database and onsite survey.
6. EsseMial Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No salt marshes, oyster reefs, or seagrass beds located in vicinity of project.
7. Historic or Prehistoric Culturel Resources (Corps Requirement)
7a. WiII this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project was reviewed/cleared by Cultural Resources, Project # U-10-0018. 11/7/11(Archaeology) and 11/8/11
(Historic Architecture).
6. Flood 2one Designation �Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements:
Sc. What source(s) did you use to make the floodplain determination? FEMA FIRM panal number: 3710378800E
I P t� g
a � � �L' � ii��f'' � � t r�f] .� ��.. tt��, /� �/ �L7 �
f. �
ApplicanUAgenYs Printed Name AppiicanUAgent's Signature Date
(AgenYs signaYUre is valid only rf an authorization letterfrom the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

NCDOT
HA7.ARDOUS SPILL BASIN CHECKLIST
Division: 1 � County: Trerlell Project ID: 17BP.12.R.21
River Basin: Yadkin Bridge No: 117
Route: SR 1565
Water Quality Criteria:
Stream: Culllys Branch
Stream Crossing Blue Line On USGS
ORW
WSI
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area
Roadwav Criteria:
Route Designation-
Arterial Urban
Arterial Rural
Additional Site Information:
Is a Hazardous Spill Basin Required?
Yes No
� • iV`
�
Yes No
I�
Criteria Based Upon NCDOT `Best Management Practices far the
Protection of Surface Waters" (March, 1997).
Yes No
iy
;�
_ i�
' J

Bridge #117 Replacement
Stikeleather Road (SR 1565)
Iredell County
Vicinity Map
N
0 0.45 0.9 1.8 Miles
I i i i I i i i I

,�. � /
�, �
,� �
, ,
_ . >_ � �
. _.
.
.
��
„ .
_ . �� � , , . , � �.
;��' � � � �-
' .z.�� , � � �. � � 3`"
<� '�:
�
i; �.
! � �h
�1���
I
\I
� �
� (i 'S <* �" � � � ��-� .
^Ae'� ; . . '- .��� ,� �. � .
i —� � � ' ,� � '� _
i j• -i �._ '� i �
t' � �:� � � i _ .
� � � ��
� �� i ' i
�_ � � y ��
. ,.�s � — . �f/�C��r / t i -:f t �� r' .
�
e.,� ,
"hmub�; � - ' " f
' f i:' � � ; g���g
� `�,� �
r' �;
1`)
' �i ; � . Gl.. r�` � �� ` -
i = �, r a
�� � , � �
n �,;
. ; z� i �
_` �, ;
� '
��l J �
. '�. b / � �Y�e � I
i
� � _,
- - — ' .,.= ' A' . ; � _ .
4� d�e#ii d �, ���/` ��`ti .
`^u� _� � .EpOG,°�itoL r.y,i i
. __ � 4i � � �..r.e '
t � I� , f
, � �
,
. . . . . .� , . � �^
� , I � , � `_�, � ?" - , '
� . � (, i : . � � � _ ," �
. z
��� � � � � �.��i�.
� � —
. ' � �
�, o ,.. - � . .
. .. , :... ,- , .... . .. . :: ir � -,
, : �/.
�_ � � :
.
� -
t . . ._ , .. . ., .
. . . , , i _ �. , _ ..
G
�
� . .
� .., . �i ,. . � �� Z. 10�� _ _
�-Q �• , I } 7 �' ..: � G_
i
s. , � ; .:. - ' . �,
� - : � �, �"tt/ ..-
�� � v
� ,.•,. . �' ,
^�. # - �t� . ° - - -
:aqa � q
.
r.
"w
. .�
.. � �. .. ..., ` . ' .
y
,J ,
�� �• � u�1. �,�
. �.; • � �� __ � - . . ==A ..
. /
' • ' ..• -
. � ;. J
�`°�, . •
� . . �
We.. � � �s�n� ���nt . � � _ � ,o�r
. .
.. .� .f F � ' z:< .
. : � = r�
.� � i
BN ..,. �
. � �., .
� t .
.,.. � . �
' ♦ ..�. . � ,� .::: ` .
�, , 4ii .. �. - _.. �
� � 31`
.��, h5 1 a, • f T�
x
'•� •' •,;
� , . - °�,c�
�„
_ ;�;� , .
.� � -
. , ,
. , �, ; _ , r
, ! . ..
/ .a: _ _
,�
-, : � i �.
� �r .. ;°^ — ... ...., �_ . . � .
:..� .. . ,. ,.... ., -A..�, _ � . ',,.
�ri �
. �.-,..���.. . . . ;,a
.� � , , . �b,.. � .
� W ,: � � , i .. .. F�,. .. .
Name: HIDpENITE Location: 035.8796872° N 081.0322722° W
Date: 6/5/2013 Caption: Bridge #117 Replacement, SR 1565 (Stikeleather Rd), Iredell
Scale: 1 inch equals 2000 feet County, Cullys Branch, WS-IV, Yadkin River Basin

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1 �- County: Trer1P11 Project ID: 17BP.12.R.21
River Basin: Yadkin Bridge No: 117
Route: SR 1565
Water Quality Criteria:
Stream: Culllys Branch
Stream Crossing Blue Line On USGS
ORW
WSI
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area
Roadway Criteria:
Route Designation-
Additional Site Information:
Yes No
Arterial Urban � - `�
Arterial Rural , ,�
Is a Hazardous Spill Basin Required?
Yes No
; _ �.
Criteria Based Upon NCDOT `Best Management Practices for the
Protection of Surface Waters" (March, 1997).
Yes No
J'.....
. iJ
�__ ,�
�r

IMPERVIOUS DIKES ARE TO BE USED TO DIVERT
THE STREAM AROUND THE CONSTRUCTION SITE
AS NEEDED.
ANY CONTAMINATED WATER WITHIN THE
CONSTRUCTION SITE IS TO BE PUMPED INTO
A SPECIAL STILLING BASIN.
SILT FENCE IS TO BE PLACED AROUND
STOCKPILE AND PROJECT AS WORK ALLOWS.
UPON COMPLETION OF THE PROJECT ALL
SILT FENCE IS TO BE PLACED AS NEEDED.
SEED AND MULCH ALL DISTURBED
AREAS.
EXISTING STREAMBED MATERIAL TO BE -�_ �"--__
EXCAVATED AND STORED FOR USE �b{�``�
ALONG PROPOSED STREAMBED. ���_
�O
�
�� PROPOSED 1 @
�,\ 20'X6' BY 42' LONG
CON-SPAN
70 DEG SKEW
�O
�
�\
� �
` `,
�
�
, �
CLASS II RIP RAP TO FACE THE �
EDGE OF THE PROPOSED CHANNEL,
EMBEDDING THE ROCK INTO THE '--y
EXISTING STREAMBED. SLOPE THE -
BANKS TO TIE INTO THE EXISTINCZ �
CONTOURS. �_, Q�
\' �fi�� .
REMOVE EXISTING 18"RCP --C
AND PLACE PROPOSED 18"
DRAINAGE PIPE
30' O' 30' 60'
15'
M
�
h'
M
> �
� �,
�
�
SHOP/
CUR�/ED
GU!}RDRAIL
R=fO'
i /
°
��
o/
0
� �
�;
Q %i
��
i
�'
ti'
�
�
0
z
�
3
0
F
O
�. �
�O j
� i
� i
� i
N !
�
i
--;
i
r
i
i
i
/
/
�
-vY
I
/
/
/
PROPOSED LATERAL V-DITCH
WITH CLASS B RIPRAP LINER
AND GEOTEXTILE
PLACE PROPOSED 15"
DRAWAGE PIPE
PROP. CLASS B
� RIP RAP WITH
GEOTEXTILE
_
_--'_ __�'_- -'.
_,- -���� . _'
�---'�
�
,.
Sp8 %
i�
_.
, f
� ' �/
� gRAN�N ,�� _
�UL�YS _ .--
-�o�
CLASS II RIP RAP TO FACE THE
EDGE OF THE PROPOSED CHANNEL
/EMBEDDING THE ROCK INTO THE
EXISTING STREAMBED. SLOPE THE
—BANKS TO TIE INTO THE EXISTING
CONTOURS.
RIP RAP ALONG THE
CHANNEL TO BE
APPROX. 25' +/-
EXISTING
BRIDGE TO BE
REMOVED
l2th DlV NCDOT
REPLACE BRIDGE WITH
CULVERT, BRIDGE #ll7
STIKELEATHER ROAD
IREDELL COUNTY
WBS: l7BP.l2.R.2/
SR /565
4//3

E'.II� A.
STREAM GRADIENT
873.5
—873.3
0.280 =0.25%
875
3 � 3 �
8�4 ��� ��`��w�� ���
873 -------- - ---- -----
an
82.3'
PROFILE & CRO55 SECTION
(HORIZONTAL)
PROFILE (VERTICAL)
CROSS SECTION (VERTICAL
8]4'
8]2'
8]1'
870'
52.3'
47.3' 37.3'
1 1
� � � � �
�
i �
� � � � �
1 1
� � � � �
:•��
22.2' 2.3' 17.7'
PROPOSED CHANNEL
GRADIENT = 0.95%
0' S' 10' 1S 20' 25' 30' 35' 4p' 45' S0' S5' 60'
CRO55 SECTION TAKEN APPROX.113'
DOWNSTREAM FROM THE FACE
OF THE CON-SPAN ARCH.
880'
879'
878'
B]]' 9 9'
876'
BJS'
874' Q
873'
8]2'
PROPOSED
1@ 2 0' x b'
CON-SPAN
70 DEG SKEW
STREAM GRADIENT
873.5
—873.4
O.1/65 =0.15%
�3 �� � I �h
------ �'� _ �'�.�---------�_
U 'L
�Z
� J
57.7'
42.7' 52.7' 82.7'
_
w
s��Zl� y � �
"�' �� ------ ���.
------- �
873
872
0' S' 10' 15' 20' ]5' 30'
CROSS SECTION TAKEN APPROX. 61'
UPSTREAM FROM THE CENTERLINE
OF THE CON-SPAN ARCH.
$2.�� ��2.�� �22.��
STREAM GRADIENT
874.0
—873.5
0.�/40 =1.25°/a

PpO1ER 0.fFE�NCE NO. SHEEi NO.
I7BP.I2.R,21 ec-awcorus
w,v snen No.
:oaowav oesi�u xroawucs
ENGINEER ENGMEER
CULVERT CONSTRUCTION SEQUENCE STA. 14 + 53 -L-
1. Close SR 1565 (STIKELEATHER ROAD) to Traffic as shown in ihe }roffic manogement plans.
2. Install perimeter erosion wn}rol devices as shown on EC-4. Place special stilling basins as direcfed by The Engineer
3. Remove exisiing bridge#480177 over Cully's Branch creek.
4. Construct impervious dikes to diveri stream oway from foundaTions for pipe arch wWert.
5. ConsTruc} proposed pipe arch culvert foundafions and install wlveH
6. Remove impervious dikes and return flow back To creek channel.
J�r 't ...
�.,, st,}�....— _:, ra u>u� ........
� �f i J?1 � 1"i } fY G��' i R`:'. .
f.) ..;° 4t�' JG.� r' rµ. ?,r.;=
F z TJf ' l.���l.i
" J4,. -).r,,
R t}�� f:f' . �
s� r�,� �r. - c��
J .._: .;!, ri � - _ 5 iE?': ±
--C`�r r - �✓-- :, 7r -C;«:� Fi,='.r
��,:s" v�a2.2a ;'iS?c:t�*�3tirG
^ �X're -�4`tL7) xi'* � 4":I,t'?
�
LJ �fi d S"'4 - c �7.
.. Fls3 5%'.r�`
T PY%) .. t�j
1�"� 'tl� � " f fiI
v ,:� ,. x� � .� r ... . 1P
'��*,` ?i7 ) t.-sr r � „`�j, €k Q �"3 �.,,
mt � x .�r ,�7. r,; ti
5c.£ �tp `j ._. i..._�/
11 3'--. a?`�t<7 �-0`� 'nd`- k t.li
� x' .� <.3.z;� 5 '^�Ypi!I .
� c �J `
7 N�'y
i? �.?t)t" .. r
v� ��� ,c��s,b �r��
v3)- .,`�, . r .Jyr9%{J� � o "���-.
� .....��"�.�,.�
i`
�
� ! Q ��� i
ty rr J . �: t ..�'l
S i
.- �.._�- . r � , �;
. �
, r..._. .__..
.-. see��oernn e
__..,_
- " ;
�.... , k �_ �"'
,_.�r- ,w" .n �
-- �-^�k , � '_ , '. - . .
PHASING
7. Complete any necessary Inlet/Ouilet channel improveme�Ts.
8. Remove special sTilling basins.
9. Complete roadway construction.
i: �
��,^' r
'`
J -i�F � :,{ �l/ �-�•. �
�r, �'I -( _L� / �"/�;�.
. .::00 / � ;.
� � 0 : J_
��
i ?�� �
/ .,�r �.�3= 3'�;
r 6µ:
u ,. 1 � '�*„
� �d � _ ��� .%�' EST.60 TONS ''�r �
-' '^+ r E r C1A55 II RIP RAP 1 F
E� �(� �' ,- j esr. ize sF E a 1
� �(,. i �, GEOTEXTILE � � ��
� 3 r
<�c,C
j' i (, �� 4.. STILLING 1
1 : / �,...-.,.-.=�^��^"°""°,..�..�.-,,:.
t F
.,. t ,� ,„ �� ,
_.� a — ��_
... 3 0 m �y � � � , t,^'L IMPERVIOUS 1� 3
� i� � DIKE � j q
� erJ.O�E �. �.�� � � ,d' . -._. _ . . - _ , i, S
._.. _ � _ S _. ..
�
..e..,;:�. o:....-.,... .
� ... _ ... _.,:.;
.. II.AVFPVI[lllf ` ��
�� �d�
iTvLfl-r �`� C5t'.J Cr' i �\_
!tll`� i� ��� =FtJ`i�Pi It Le,�Ff �_ i���,�-,- �1 2�y:?i�
...�. � �l,�L, i�. +r,�'i.'vti4) i
l.. ., . .
l
l
\
,�
PAasin�qllZ�gn 8/19/20t3 328:59 PM TGS
EST.20 TONS CL45S II RIP RAP
EST.75 SF GEOTEXTILE � �
�
Nqp 8
�SR��
�
>`���
::�.u�.a=� �.�ar�' ;>,..,
= a .., ._,�. �. `_
J
1� ��
—�....:.� _. . _ :r�°",.
�. � � �
�` ./ ...
� SFE OETAIL A
�R X` \
'^,. d0 A� t % ::mm [.�m�,.h xr
J �
� � � � ��
� ��v3 � v".r l;-e � � A
�� i ii ` i C}J �
� 4 ryf
� 4.. . l.. < i'f ..!'i'� .I n
� �� � r ' �
i
�t� �
+ti'L"JNV \ } ., r �
CL B GP RhP � ` T�� �'��
en. i .orv
7.
GEDiE%I.FABRIO � \ y�
ESr 5 SY y,� ��
\
,. _ . V. _ T06, \• .. s .� �
.a
� \ :� '\
`� \
� .
,
�\
\
� ,\
wit'� �RC3E�C.T
�x,>»�au�� ���
.- a'i'.�?.. 7 t i' ei�.
H
/ Y �y i7
� f L'� .. � .,�"Y i�i�q� :
.:1.,��1 ,^...��'9
�
DETAIL B
CUT DITCH
I Nm m sroi��
r.em
o�m
sioP.
Geote�iile-J �
u.e �- e�aaa M�o- ri.
iype olLiner docs B RyR p M.tl�. Fl.
FROM -L- STA. 12+]5 TO L STA. 13+'
EST.44 TONS RIP RAP
EST 126 SY GEOTEXTLLE FA9RIC
�- INSTALL PIPE(5) IN JLIRISDICTIONAL AREAS ACCORDMG TO
NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES hV+NUAL.