20161150 Ver 1_B-4950 Nationwide Cumberland Sampson November 21 2016_20161121

7'r�nspc�, �c�tr��r
November 21, 2016
U. S. Army Corps of Engineers
Regulatory Field Office
69 Darlington Ave
Wilmington, NC 28403
Attention: Ms. Liz Hair
NCDOT Coordinator
E'AT [v� c �. €�fJ �.Y
�.n��rnor-
hIICH�L�� J, TEhINY�C�hI
i�.i�r r{.f��F:
Subject: Application for Section 10, Section 404 Nationwide Permits 12, 23 and Section
401 Water Quality Certi�cation for replacement of Bridge Nos. 171 and 172
over the South River on SR 1851/1426 (Faircloth Road), Cumberland and
Sampson Counties, North Carolina, Federal Aid Project No. BRZ-1851(3), TIP
No. B-4950.
Debit $240.00 from WBS Element No. 40108.1.1
Dear Madam,
The North Carolina Department of Transportation (NCDOT) proposes to replace existing Bridge
Nos. 171 and 172 in Cumberland and Sampson Counties. Bridge No. 171 is a 91-foot bridge to be
replaced with a 120-foot bridge. Bridge No. 172 is a 151-foot bridge to be replaced with a 185-
foot bridge. The new bridges will be placed on existing alignment. The new bridges will include
two 10-foot lanes in each direction and 6-foot shoulders on each side. Traffic will be detoured
offsite.
Please find enclosed the Pre-Construction Notification (PCN) form, DMS Acceptance Letter
stonnwater inanagement plan, permit drawings, utility permit drawings, and roadway design plans
for the above referenced project. A Programmatic Categorical Exclusion (PCE) was completed for
this proj ect on February 24, 2016, and distributed shortly thereafter. Additional copies are available
at the NCDOT website: https://connect.ncdot.�ov/resources/Environmental/
The proposed let date for the project is May 16, 2017 with a review date of March 28, 2017.
However, the let date may advance as additional funds become available.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a"Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT
requests that the project be authorized by a NW 23 for bridge construction. We are also requesting
issuance of NW 12 for utility pole and line installation.
= ;_`��"l�lc�thi�g ��r��are�'"-�.�.
State of North Carolina I Depaitment of Transportation � PDEA-Natural �nvironment Section
1020 Birch Ridge Drive, 27610 I 1598 Mail Seivice Center I Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F

Section 10 Permit: South River is listed as a Section 10 water. NCDOT is requesting a Section
10 permit.
Section 401 Permit: We anticipate 401 General Certification numbers 3884 and 3891 will apply
to this project. NCDOT is requesting written concurrence from the North Carolina Department of
Environmental Quality, Division of Water Resources.
A copy of this permit application and its distribution list will be posted at the NCDOT website at
https://connect.ncdot.�;ov/resources/Environmental/. Should you have any questions regarding
this information, please contact Deanna Riffey at [phone] or [e-mail]
Sincerely,
it
.-------�..
—��
� 1` Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
cc: NCDOT Permit Application Standard Distribution List

�o�,,N����� Office Use Only:
i � � F Corps action ID no.
�
� , i , � � � DWQ project no.
�' ; Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit � Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 23 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — 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 Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replacement of Bridges 171 and 172 on SR 1851/1426 (Faircloth Bridge Road) over
South River
2b. County: Cumberland / Sampson
2c. Nearest municipality / town: Stedman
2d. Subdivision name: nof applicable
2e. NCDOT only, T.I.P. or state g�g50
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.0527 Longitude: - 78.6566
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 14.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to South River
proposed project:
2b. Water Quality Classification of nearest receiving water: C-SW
2c. River basin: Cape Fear
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:
Land use within the vicinity is agriculture, low desity residential housing, and forested areas.
3b. List the total estimated acreage of all existing wetlands on the property:
3.5 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
147 linear feet
3d. Explain the purpose of the proposed project:
Both bridges are considered structurally deficient and is functionally obsolete due to structure and substructure conditions.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacement of existing Bridge No. 171 , a 91 -foot 3 span bridge, with a 120-foot 3 span bridge
and Bridge No. 172, a 151- foot 5 span bridge, with a 185-foot 5 span bridge. Both new bridges will have 10-foot travel
lanes in each direction with 6-foot shoulders on each side. The new bridges will be placed on the same alignment as the
existing bridges. Traffic will be detoured offsite. Standard road building equipment, such as trucks, dozers, and cranes
will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? � Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT
Name (if known): John Merritt Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5/18/2011
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.

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
number - Type of impact Type of wetland Forested Type of jurisdiction Area of impact
Permanent (P) or (if known) (acres)
Tem ora T
Site 1/2 � P❑ T Fill Riverine Swamp Forest a YNo O pWQ <0.01
Site 1/2 � P❑ T Excavation Riverine Swamp Forest 0 YNo � pWQ <0.01
Mechanized � Yes � Corps
Site 1/2 � P❑ T Clearing Riverine Swamp Forest � No � pWQ 0.01
Site 2� P❑ T Fill Riverine Swamp Forest � Yes � Corps 0.14
❑ No ❑ DWQ
Mechanized � Yes � Corps
Site 2� P❑ T Clearing Riverine Swamp Forest � No � pWQ 0.06
Site 2/3 � P❑ T Fill Riverine Swamp Forest 0 YNo � pWQ <0.01
Site 2/3 � P❑ T Excavation Riverine Swamp Forest 0 YNo � pWQ 0.01
Mechanized � Yes � Corps
Site 2/3 � P❑ T Clearing Riverine Swamp Forest � No � pWQ 0.02
Site 3� P❑ T Fill Riverine Swamp Forest � Yes � Corps 0.03
❑ No ❑ DWQ
Mechanized � Yes � Corps
Site 3� P❑ T Clearing Riverine Swamp Forest � No � pWQ 0.03
0.32 ac
2g. Total wetland impacts Permanent
0 ac Temporary
2h. Comments: Bridge Hand clearing: Site 1/2 = 0.03 acres and Site 2/3 = 0.18 acres.Utilities Hand Clearing: Site1 = 0.10
acres, Site2 = 0.08 acres, and Site 3= 0.05 acres for poles/lines.
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, width
Temporary (T) (INT)? 10 (feet)
DWQ - non-
404, other)
Site 1/2 ❑ P� T Bridge171 South River � PER � Corps 110 80
❑ INT ❑ DWQ
Site 2/3 ❑ P� T Bridge172 South River � PER � Corps 110 48
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 0 ft Perm
128 ft Temp
3i. Comments: Bents: Bridge #171 =<0.01 acres and Bridge #172 =<0.01 acres

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 individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody Area of impact (acres)
Permanent (P) or (if applicable) type
Tem ora T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Flo
Flooded Filled Excavated ode Filled Excavated Flooded
d
P1
P2
5f. Total
5g. 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 an impacts require 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 for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Tem ora T re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts for this project are less than 40 linear feet for the road crossings and are exempt.

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Replace in place was incorporated to minimize water resources impacts along with lengthening both bridges and grassed
shoulder section were incorporated to diffuse runoff along the slopes and to facilitate infiltration. Other than no build the
minimal effects to the wetlands and stream on this project is unavoidable.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Construction and Maintenance Activities will be empioyed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
If no, ex lain:
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
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: 0
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.32 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.

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.
Zone 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:

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 ❑ Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If not, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? not applicable
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No N/A
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/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 by 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 violation 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 26 .0200)?
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
additional development, which could impact nearby downstream water quality? � No
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.
Due to the minimal transportation impact resulting from the bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
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.
not applicable
10

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Wili 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 Fieid 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?
USFWS county list and NCNHP database along with field surveys.
Surveys last conducted for Pondberry and Michaux's sumac on July 20, 2016. Habitat is present, but no Pondberry or
Michaux's sumac were found during survey. Biological conclusion is No Effect.
Habitat was not found in the study area for American chaffseed, red-cockaded woodpecker, rough-leaved loosestrife, and
Saint Francis' satyr buttertly. Biological conclusion is No Effect.
6. Essential Fish Habitat (Corps Requirement)
6a. W ill 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?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will 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?
NEPA Documentation
8. Flood Zone 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: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
�
Philip S. Hams III, P.E., C.P.M. �� �,'� ---""'=.. �! _ Z�...Z�% �,
Applicant/AgenYs Printed Name Date
Applicant/Agent's Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is rovided.
11

Mitrgation Services
ENVIRONMENTAL OUALITY
PAT MCCRORY
�=c��z�,�u�»
DONALD R, VAN DER VAART
Secrer�rr�r
November 4, 2016
Mr. Philip S. Harris, III, P.E., CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: Mitigation Acceptance Letter:
B-4950, Replace Bridges 171 and 172 on SR 1851 / SR 1426 {Faircloth Bridge Road)
over the South River, Cumberland Gounty
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory wetland mitigation for the subject project. Based on the inforniation supplied by you on November 3,
2016, the itnpacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain
(SOCP) Eco-Region, and are as follows:
Cape Fear Stream Wetlands Buffer (Sq. Ft.)
03030006 Non- Coastal
SICP Cold Cool Warm Riparian �parian Marsh Zone 1 Zone 2
Impacts 0 0 0 0.32 � 0 0 0
(feet/acres)
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data.
DMS will commit to implement sufficient compensatory wetland mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the
In-Lieu Fee Instrument dated July 2$, 2010. If the above referenced impact amounts are revised, then this mitigation
acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
�� �
B. Stanfill
Management Supervisor
cc: Ms. Liz Hair, USACE — Wilrnington Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: B-4950
Siate of Norlh C:arolina � F,nvironmental Quality Mitigation Services
1652 Mail Service Center � 217 W.lones Stree4 Suite 3000 � Raleigh, NC 27609-1652
919 7D7 8976 T

/��'�,.
Hi hWa North Carolina Department of Transportation �` \
f� Y {* V�/
� ���� Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ----
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 40108.1.1 TIP No.: B-4950 Count ies : Cumberland Sam son Pa e 1 of 2
General Project Information
WBS Element: 40108.1.1 TIP Number: B-4950 Pro"ect T e: Brid e Re lacement Date: 11/9/2016
NCDOT Contact: Paul Atkinson Contractor / Desi ner: Richard Bollin er, PE Will Weathersbee, PE
Address: 1020 Birch Ridge Rd. Address: g601 Six Forks Road, Suite 260
Raleigh, NC 27610 Raleigh, NC 27615
Phone: [phone] Phone: [phone]
Email: atkinson ncdot. ov Email: richard.bollin er rsandh.com will.weathersbee rsandh.com
Ci /Town: Stedman Coun ies : Cumberland Sam son
River Basin s: Ca e Fear CAMA Count ? No No
Wetlands within Project Limits? Yes
Pro ect Descri tion
Pro'ect Len th lin. miles or feet : 0.20 Surroundin Land Use: �Noods, Residential
Pro osed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 0.7 ac. 0.5 ac.
Typical Cross Section Description: Two 10' lanes with 6' shoulders on the approach, and two 10' lanes with 5'-5" shoulders Two 10' ianes with no shoulder on the approach, and two 10' lanes with 2' shoulders on
on the bridge the bridge.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1038 Year: 2037 Existin : 654 Year: 2017
General Project Narretive: This is a bridge replacement project. Existing bridge 171 is 1@30' -4", 1@30'-1", and 1@30'-4". Existing bridge 172 is 1@30' 3", 3@30'-1", and 1@30'-3". Proposed bridge 171
(Description of Minimization of Water is a 1@35' 21", 1@55' 24", and 1@30' 21". Proposed bridge 172 is a 1@35' 21", 2@55' 24", and 1@40' 21".
Quality Impacts)
To minimize impacts, grassed shoulder sections were used to diffuse roadway sheet flow runoff along the slopes and to facilitate infiltration. No deck drains were used on either
bridge replacement.
W Information
Surface Water Bod 1: South River NCDWR Stream Index No.: 18-68-12- 0.5
NCDWR Surface Water Classification for Water Body Prima Classiflcation: Class C
Su lemental Classification: Swam Waters Sw
Other Stream Classification: None
Im airments: None
A uatic T8E S ecies? Yes Comments: American Alli ator, Pondber , Wood Stork, Michaux's Sumac - no impacts, no effect
NRTR Stream ID: South River Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No
Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the Generai Project Narrative) General Project Narrative)

1-lif;tlVV ly North Carolina Department of Transportation ��
��1wax� `
,� .,, . Highway Stormwater Program { ;:%
STORMWATER MANAGEMENT PLAN --�-�
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 40108.1.1 TIP No.: B-4950 Count ies : Cumberland Sampson Pa e 2 of 2
Additional Waterbod Information
Surface Water Bod 2: Ut to South River NCDWR Stream Index No.: 18-68-12- 0.5
NCDWR Surface Water Classification for Water Body Prima Classification: Class C
Su lemental Classification: Swam Waters Sw
Other Stream Classification: None
Im airments: None
A uatic T&E S ecies? Yes Comments: American Alli ator, Pondber , Wood Stork, Michaux's Sumac - no im acts, no effect
NRTR Stream ID: SA1 Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the Generai Project Narrative) General Project Narrative)

z
0
�
r
�
�
�
O
I
i
�
�
E
�
a
a
T
2
i
O
�
�
m
�
�
�
c
m
E
c
O
�
>
c
w
�
�
�
�
w
�
�
�
U
.]
�o
o�
N�
��
�_
��
��
' 1
�
�
�4
�
V
W
0
�
�
�
�
See Sh�et fA For Index of' Slae�ts
See Sl�et !B For Conventlono! Sympols
See Sheet 1C-1 For Survey Co�tra! Sheet
-L-
dF *
Y
* {
?
i
� Y � y
d
�. : s
*���_�
�— ro se isae
� ll ��� �� 1V ���� ������lr �
��VI���1�T �]F ]E�[��1�[�A��
CU1�[B�RLAII�D A11tD
SAMPSa11� C� U11tTlES
LOCATION: REPLACE BRIDGES 171 AND 172 OVER
SUUTH RIVER 011� SR 1851 /SR I426
(FAIRCLOTH BRIDGE RDAD)
TYPE OF WURK.• GRADING, DRAINAGE, PAVING, AND STRUCTURES
WETLAND AND SURFACE WATER IMPACTS PERMIT
0
� � � , l=
. � � ��
� t � � �
f {� � �
f f/w t � '�
-L' .t � � �, �
aF y '�' � �F � { �
� k y � d�
i '�
� '� �k � � � � t � Y
$ �/
iF 4 � � � � d:* Y * � } ) *
� �
..�q�}�^"� .p � * / �
�_�—•�-'��' + —� ` �
o. m
SITE 1 � ��
� �
I Y
f� i
� 1 �
i1
THERE 15 NO CONTROL OF ACCE55 ON THIS PRDJECT.
THIS PROJECT IS NOT WRHIN ANY MUNICIPAL BOUNQARIES.
�� CLEAWNG ON THIS PROJEGT SHALL BE PERFORMEd TO THE LIMITS ESTABLISHED BY MEfHOD _
�
V GRAPHIC SCALHS DESIGN DATA
�0 2s o 30 �oo '°'�T 2017 = 654
ADT 2037 = 1,038
P�S K = 10 %
� D = 60 %
� �0 2s o 3o ioo T= 3 %•
V = 60 MPH
OPROFILE [HORIZONTALj •(�'�ST=196 + DUAL=2%]
�0 5 0 �0 2a FUNC CLASS = LOCAL
V SUB-REG14NAL TIER
aQn�ii� rv�aTireii
SITE 2 �
��
�
�xa'� � * ' * � � .� � f $ � �
-��YNf,-����*�*���,��}��_� �SITE3
�t * � '� � * a * j �
�F * � t � � � Y �r � } � � * �, �i � � � * ,� � �� i * �
� �. * '� * * .� '� '� Y � ` i� '� Jk * �1E �
. r '� '� � t '� '* � � '� � +t 1 '� a
Y � � � � � y]
� i� � � � * � � .�F� * Y * � �� ��� * � '� �� * p j * � '
Y �k
t -L- �R ]B51 FAIRCLQ]H B�tID6E R� '� ,� * ,� �7'�' :, � �' �. � � i� t
�_.—._�_. ._ . -. .�� � Ho. �bz I^ ----� �
r � � * d
� � � �
* Y �
� �
� dF Y F
� {
� � �
PROJBCT LENGTH
LENGTH ROADWAY TiP PROJECT B-4950 =
LENGTN STRUCTURE TIP PROJECT B-4950 =
TOTAL LENGTH TIP PROJEGT B-4950 =
Q.139 MILE
Q.058 MILE
Q.197 MILE
�� � Y�
�1 Y ! �F
� * b
� �
� � �
� /�
� i � � +F f/
� Y � Y' f /
' �" 'yr.��'�
� �
* � � �
JF *
dF '� * � '� *
� Jk X. JF �_.
��� s6e2 sfxAi 9 9 6 918BT 25 S aso
■ RA7i 11101�4T 7QYIY10 1R
'' �P�950
,..
�1'11� �1�N6 RL��L16
aaioe.i.i BRZ-1851 f3
—L—
___ .. . .._._..—.. TO SR 1424 --�
HYDR4rILICS BNGITTSER
amz sr.�nm�xn srBcrFrrarrwvs
JENNIFER FARINO, PE .s�+uir,xs:
RIGIYT OF WAY DATE: �e�cr � ROADWAY DESIGN
JULY 22. 2016 �qRED BOND, PE ffivG�v�x
rxol8cr c�ssrcx �rcn�sR
�TT�G ��' TATIA L. WHITE, PE, PLS
MAY 16. 2017 ,�,. �,.,,�,.
PS
��
PERMIT DRAWING
SHEET 1 OF 10

� �.
O
a`� BEGIN TIP PROJECT B-4950
°°���_ —L— POC Sta. 11 + 00.00
��.
♦ � � ,
l � �
� � � �
�� / /� �F � � � ` �
�TB 2GI � � �� /
�� � � � � e
� � � �
�� , � ,� � � ,� ,� � . �
�
� � �
t� ` � / � �F
����� / �F �
�
� ���, � �F � MO E EXIS �
� � � � � � BRID�
Z ` � � � ���'� � � � �F
���
Q `w� � �F �F
N � ����� ��.� � � � � � �
W � � � �-- � � � � � � � �F �
� _ � � � , MTL�GIli°� � �F � � �,_ _ � — — —
v � �
_ � � � e _ �_ ��� ���' i � � — — — — — — — — — 1�"_R P-I I I _ .-
f� TA� ,��. � _ � — _
1 ^ � �
—
�'.�s�lL � r � � � � � � � � � � � �
� � ��
w �� �. TB 2GI i� F�� o�'f7tl ,
�
�
�
N
�
i
L
N
Q
�
L
Q
�
T
L
�
�
0-'
�
�
/
N
�1
C
"
3
�D
L
O
/
�
�
+�
C
N
E
C
0
L
>
C
W
�
�
�
�
w
�
/
N
U
��
� �d
� LC
� �
2
��6
O�� �
� � ��� �
�T _ SR /85/ FAIR�LOT BR/DGE E�� �3'' �
�
F — �
� �� �.�� � �"� � � � � � � � � � �� � Q +� � � � � � � � �`�� �e� �.� � �� �'� ��- �—t: -� �
— � � �
� OUTLET 0401 � � � � /
� Q10=0.60 CFS � � <
�� V10=0.50 FPS �
�� EXCAVATION IN WETLA�D� �
EXCAVATION L�MITS �
� HAND CLE�RING �����
� � �
�, �
� �:.
� ��r
�DENOTES EXCAVATION
IN WETLANDS
� DENOTES HAND CLEARING
L_L_L_LJ DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
L.L_L_L1J DENOTES FILL IN
WETLAND
• • • • DENOTES MECHANIZED
• � •� •' • CLEARING
ISLAND
PoND ��
�
C
�.
�� 1
�
�e
�,
�� �������������� �� r�=� �� �o� �������
�� .
� �
x � � � � � aF
� ���s � � � � � � � �
rn � � � � � � � � �
� � � � � � � � �
; � � � � � � � � � � �
m� � � � � � �
�n � � � � � � RH610VE EXISTING
��� � � � � � �F � � BRIDGE � � �
� ��F � � � � ��� �F EXCA�TIOI� IN WETLAtYIDS � �F
. � � � � : ° � �
. . �
, .•
. fi, �. , �xR , ` -�� - `�"� . �&�
., ,
• �, . .. y , - ' ' d i�s.d ,�^� �y.r-'`T��` . y, .�-� ,,.�`�.'—`�,e. " 3e. . , , �,�_ ,
\ � °-"� �� �
� � �` ?`� '�.����^�" � y' � di � ,Q ,
� t t
� � �
EXCAVATION LIMITS .,_ �c
y
0
�
PROJECT REFERENCE NO.
B-4950
� RtW SHEET NO.
� ROADWAY DESIGN
N ENGINEER
SHEET NO.
4
HYDRAULICS
ENGINEER
INCOMPLE�E PLANS
DO NOT U3B FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWI NG
SHEET 2 OF 10
: � � ;�
�� ` v �pY �
� �h � �� �.
� � i�w���������� i����u:��� ���a��
`► � o �� ��FE, Lr�d�� ���L �I�E�S �
��
.�
� �
. � � � � � �
� �
� rz � � � � � � � �
_ � � XCAVATIO� IN ETLANDS � �
� � � EXC�/ATION LIM� �F � I
.� � � �
� �
� � � � � � � � � �
�
�.m _ � �E �
� s: �'"x',�,�'�a• � �'S.�•� 'a���a , �z.,.�� , .�' °
� � `.��������
�
� �E .
_ �
i
�TB 2GI
� s��3��
`�� �-��
t ` ��.
END T�P PROJECT B-4950
�������� —L— P. Sta. 21 + 40.00
� � — — —
.'� �_� � e °
♦
, b �
� � -r �
�. .:. _ - -- _ .a. .a. �f _,.
� - �
� � � � � � .
— EXCAVATION �NIITS�. � EXCAVATION IN WETLANDS � �
`���
� �F �E �F � � � � \ � -
�
� / � ������ q . .
3 �
�
7
�
'Dz
��
� OUTLET 0406 � � � `
Q10 = 0.80 CFS � �
V10=0.53 FPS
� ����I�� I" II������ ����;�� � �,��- ����
' `� �s�i+�r�� ��,�"�� �'� �w'IPI��IP'�k���
4
� � �
■�■�■�■�■�

�
�
�
c
0
U
N
m
�
L
N
Q
i
�
L
Q
�
T
L
�
�
0-'
�
�
/
N
�1
C
"
3
�D
L
O
/
�
�
+�
C
N
E
C
0
L
>
C
W
�
�
�
�
w
�
/
N
U�"
�a
� ��
L
O �
2
��6
O�� �
O
�
/ � � ,
! ,� '� �.
BEGIN TIP PROJECT B-4950 , � '� ,� '� ,� � � ,�° �
°• —L— POC Sta. 11 + 00.00 �� � � � �FTB 2GI '� � � �� �
� �
� a � .' i � '�
: .
. �; ��= . � � ,� '� � . ��
. •' // � � � � � � m".
. ��� �
� ° : • ��4 O,.W���� / �F � � '�EMO E EXIS �
,. , `
gI . �' ��, ,
� ` � Il� • . � � �� � � � �
\ � ���. — ,.o��� ��.�_� � , ��, � , . `�.
�
. . �
q . � �
, . • � 'HI��: � , f
,. .
� , o.
. �
� � '' � g � �-�,� ..� ,' � °' '�,�� � .. ,. , �
a� � � �,�.. � _� _ ���.� �/ � �
�� �,<� <.<... • .• ' -' , �.. �� " �� ,C �
V � .. .. �4•�:, , � �• � � � /
` �� � ,
1 �
r
— � � � MTL GATE' L � � � �F � �,_ � — — —
— — —
i __ __�-- ��,•R�p.-111�. �
�__ � _ � e � I�° F2C� � � — — — — —
�, , .�. .� g,_,.�. _ � _ ,� _ .` , ,
�, TA�I N�— �
/.3'� ai01L � F — -- — — — — — — — — — — — �
i
� �— - TB 2GI -
�� SR � � a _
_ `
�, � sR �s� Fa�tor er��DCE �� �a�s°r
� _ _
--
�
4� q� �}
— — — — — — —
�? �` � � +43 4� t`3 � � � �i � �f . . . . t� {� � � � 4� �: i t:� � � 4� �� r,� t'� � -� �
_, � � � � � �
� �. , _ , , �
� � —
F _ �� � __-_�� � � . /
� �� � OUTLET 0401 � �� �
�(�` V10 = 0 50 PS � �
1
��:
��
�
�:
�:.
1
�� ' �
� �'�N�I�Ii!�6� �� I��������
� �
� � � � � � � � �
� �: � � � � �
rn � � � � � � � � � �
� � � � � � � � �
m � � � � '� ,� '� ,� � � '� ,� '�
�n � � � � � � � � � � � RH610V �EXISTING
> � � � �F � BRIDGE � .
� �F � � � ����� �F EXCA�TIOI� IN WETLAtYIDS �F
� � � � � � � ,
, , : .
„ .. .
. ., .
. }_ � -
: -�
\ � . "y.i'`"`y.��T j^ ��,¢'t -y"."�n,�y�,..y'r��e��+a* - � - .''�" 4�' ., ��,.,��d"� _ �.-,� . „3`sa.,9°`
� r �� � _ � � � di � 4.a .�.- _ '�.
�
�
Q� �, EXCAVATION IN WETLA�D� � �
�, �, _ � EXCAVATION L�MITS � � � � ��'
Q� � HAND CLE�RING ��� ��'�=� �� ���
� '` F`. __ _• ,- - _— `_ � � � �.
� � �� , � � �` � N:
��
�
� �ry PoND I y
� � �
a� m
Z
�' ��
� � � � � ���, � �
� d �� � �� m �
, , �,,
� � , ��, � I
�, Z '� � � _. :
� � � � � � ��'
c� . � . .
ar��� €'
�_
+e � �'' 8 t �'
Q �`�,�} ; "� ISLAN�..� 9
s I�
� �Q� � �.
� ' �R` �
�DENOTES EXCAVATION
IN WETLANDS
� DENOTES HAND CLEARING
L_L_L_LJ DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
L.L_L_L1J DENOTES FILL IN
WETLAND
• • • • DENOTES MECHANIZED
• � •� •' • CLEARING
�
�
� W00
� t t
� � �
EXCAVATION LIMITS .,_ �c
�
PROJECT REFERENCE NO.
B-4950
� RtW SHEET NO.
� ROADWAY DESIGN
N ENGINEER
� �
���� �
=� ��
v �
az � t /
�� , _
�' �' � �� £ �� �'�:���K�'� �:����� �
w�ww : w� p�
�� �� � , $��IIIFE. LINDA GAIL� O�N�NS '��,� '
i � r.
��
' �� �
� �
� � � � � �
� � �� � � � �
� ' �z � � � �
�
� � � � � � XCAVATIO� IN �VETLANDS � � �
'a � EXC�/ATI �N LIMITS �F �
` -� �F
�i v. � � � � �
� � � � � � � �
, '�. °� '� � I
y"a.e.� ` ��p.c �_�am� "* � �"`�kv? �� e �� _ �
��- "�"' . '� �. '�" -,�� �M,1�4.���
.. . �. � – _ � �
- EXCAVATION �NIITS
� �
� /�
�
�
��
��:
,�
;�
SHEET NO.
4
HYDRAULICS
ENGINEER
INCOMPLE�E PLANS
DO NOT U3B FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWI NG
SHEET 3 OF 10
���w
�° �"'��I.
END eT�P PROJECT B-4950
��y-������ —L— P�T Sta. 21 + 40.00
�y.-',v .g�. k;
.Bx.m��...3.a ,.. ..
0
�_ �`
TO SR /424 ^ - ��4 i �.
i � .. `�......��
aft ��50 FAU�LOTM BR/�GE �IJ 2�0' BST
� � " _ .e.-
� — ,. _ _ _ �
� — �=s-
"�e,��� ��� , , . ,K . . . . . �'� �. ��..y.
� `` � '
� � � � � � � �
� .
� , �F � EXCAVATION IN WETLANDS � �
'� � .
� � �F �E aF � ` . , , .
� � .
� �ODS F �
� � � � � • � �� • �
� � OUTLET 040G � �
Q10 = 0.80 CFS
V10=0.53 FPS ' I y
y L�
. s
`�` . �.
� � � ��° �
,34 N @4� � ,�a a h
� , . �°i�5 PftANKLIN MIILLIAMS '� 9.,, �: �� d
F
� wiF�� ����¶ �� �m��R�,�S
�'',..m = -t. -._ -�._-� _
4
�
�,�
� � �
■ ■ ■ ■ ■
■ ■ ■ ■ ■

�
0
W
�
�
�,
�
N
+�
C
N
E
N
�1
L
�
�--i
C
W
�
N
�
L
N
Q
�
L
Q
�
T
L
i
�
�
0-'
�
�
/
N
�1
C
"
3
�D
L
O
/
�D
+�
C
�
�
c
0
L
>
C
w
�
�
�
�
�
w
�
i
�
U;
;<
��
L�
O��
��
M=L
��C
0��.
�� _ � ���� � � ��� � �� �� �� �. �,
� �,
� � �
� �
� � �
� �
� � �
� �
� � �
� �
� � �
� �
� � �
� RC—�010VE EXISTING
- � �
� � � BRI DGE
� �
��� � EXCAV TI O I N WETLAI�DS �
�
� �
. �n.��.���-��.�.F�..,__ � �
�
E
��
DENOTES HAND CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
�� .
DENOTES EXCAVATION
IN WETLANDS
�
L/��/`1 r/""� 1 1 V 1�I �fs/1�\1 1 J�
��
�► '
� '
.
�
�
�
� � ��;�--��►��L �'����►�� ��Y�,����Y �
�� �IIIF�� ��I��� � I� �►II��N
� �
� �
� �
� �
� �
� �
� � i
XCAVATI O I N ETLAN DS �
�
� �
EXC��/ATI O N LIMITS �
., � � �
I/ �
��
�/ �
�TB 2 G I
� �
EXCAVAT I O N
�
�
�
� O UTLET 0406
Q10 = 0.80 C FS
V10=0.53 FPS
�
I N WETLAN
�
�
PROJECT REFERENCE NO. SHEET NO.
B -4950 4
RtW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USB FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
���
�
'' F
__
_
_
_
_________
' �_ _ _ _ _ _ _ _ _ _ � � � � � _ — �
e�"` ����
� � "� �'� ���^ �.
�
�
DS
� �
����� �� � �� �

�
0
�
W
�
�
�,
�
�
0
U
�
N
+�
C
N
E
N
�1
L
�
�--i
C
W
�
N
�
L
N
Q
�
L
Q
i
�
T
L
�
m
�
o-
�
�
i
�
rn
c
�
3
�D
L
O
/
�D
+�
C
�
�
c
0
L
>
C
w
�
�
�
�
�
w
�
i
�
U�
tO �.
L�
O �
M=L
��C
0��.
�`I��I�I� �� H��H��
� �,
� � �
� �
� � �
� �
� � �
� �
� � �
� �
� � �
� �
� � �
� RC—�010VE EXISTING
- � �
� � � BRI DGE
� �
��� � EXCAV TI O I N WETLAI�DS �
�
� �
. � n . ��.�� � - � � . � . . �., _ _ � �
�
� �� --- _ _ y � �
�
__ _
� _ _�_�
--�.�.. _ � - ��z � _ v_� �
E
��
DENOTES HAND CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
CLEARING
�� .
DENOTES EXCAVATION
IN WETLANDS
�
R� `
��� .4
� �s
�
�
.� � �
�'� �
. �
J � -0,>
0 � �
� `�
- V .
,��
_, , f .
.. _ 0.�
... � � .�.- �-� .�
� ° ������` ��
/ � �r:
y � Z .
� � � �'` 0 �
�� �� � �
� r��
, :� rQ �
�� f � .
�� �
�—�� � t� $� �
�` �� ��'`
� �� � w
�� �
,
� � � �� �
a �O
. ,.� .�� d �
. � �`� � �
� yt*� �
_ � / � � ����.,
k �
� ����:;��►.��-������IN�4RD OWENS
� -_ PE RM
�F� -.�.
8�����f��E9 LINDA GAIL �O�NS
SHEI
� �
� �
� �
� �
� �
� �
� � ►
XCAVATIO IN ETLANDS �
�
:,� � � �
EXC��/ATI O N LIMITS �
., 1� � �
L/��/`1 r/""� 1 1 V 1�I tifs/1�\1 1 J� � r� ' ���' �/_
,� y , ,� �s ,r
� '
� � �� � �
� ' �
�� i
� �
y "� -
EX
�
�TB 2 G I
CAVATI O N
�
� � � i�A �
—� � O UTLET 0406
�
p Q� 0= �.8� C FS
G� � � V10=0.53 FPS
IN
�
WET�AN
�
PROJECT REFERENCE NO. SHEET NO.
B —4950 4
RtW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USB FOR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
��
� �
''__ �� � F
__
_
� = �
—1�� ' � � _ – – – – – �
�—!
' �_ _ _ _ _ _ •.. _ _ _ � � � � � _ — �
,
- r �_
-�" _
;�—Ty
�
' ..., , ,-. � _ .:�i��. � _ _ �, -
�
�

� `I `I `I `I I� I� PROJEGf REFERENCE NO. SHEEf NO.
� B-4950 5
\ �. � �. � � � � �. � �.
� ROADWAY DESIGN NYDRAULICS
ENGINEER ENGINEER
INCOMPLE E PLANS
IDO NOT U8E POIt /F ACQUBITION
STRUCTURE HYDRAUUC DATA STRUCTURE HYDRAULIC DATA
DA= 203 SaA//. DA= 203 SQAI/.
DES/GN D/SCHARGE = 6/00 CFS DES/GN D/SCHARGE = 6100 CFS
DES/GN FREIX/ENCY = 25 YRS �S/GN FREQUENCY = 25 YRS DOCUMENT NOT CONSIDERED FINAL
DES/GN HW ELEVATION = lOI.B FT DES/GN HW ELEVATION = lO/B FT UNLESS ALL S16NATURES COMPLETED
BASE D/SCHARGE = 890i0 CFS BASE D/SCHARGE = 8900 CFS
BASE FREOUENCY = l00 YRS BASE FREWENCY = l00 YRS
BASE HW ELEVATION = 103.6 FT BASE HW ELEVATION = 1038 FT ���
OVERTOPP/NG DISCIiARGE = 9700 CFS OVERTOPP/NG �SCHARGE = 9700 CFS
OVERTOPP/NG FRE01/ENCY= IOOt YRS OVERTOPP/NG FREOUENCY= 100+ YRS �
� � � � OVERTOPP/NG ELEVAT/ON = 104A FT I� �
: � A N �� , :. � �
BR/DGE STA= 13f98A0 -L- -- BR/QGE STA= 18+p7,5p -L- �
1�35' 2� CORED SLAB.lo55' 24 CORED SLAB. 1�35' 2l' CORED S[.A� 2�55' 24' CORED SLA�
Pi = i2f00A0 i�.30� 2r CORED SLAB, wmH 4� En►D BE�►T CAPS l= 15+95A0 i� 2� CORED SLAB i= 20+3om
EL = 10382' SKEW = 90' E� '�'� W/TH 4' END BENT CAPS �-��
-K = 286 C ELEK= 104.62' ��= 28� SKEW = 90' C_= 200'
C ELEV.= 10470'
� �I,� � � �— � �— �— I — —� + - �
I I
BEG/N PROPOSED GRADE' � END PROPoSED GRADE
-L- �a//,�,�m BEG/N BRIDGE END Bl4/DGE BEG/N BRIDGE END BRIDGE -L- STA2/f40.00
ELEV.= l04l6' -L- STA/3f38 f/- _-L- STA/4t58 f/-e L- STA/7+35 +/- -L- ST�l19+20 f/ E�y= �pqqg•
N ` p I
� NW ELEV. 94.2 + y� e� I /�, II NWS ELEV. =9 94.6
y � �+M I �� �{// �� u � i. I
Wt - - - .�_ .. �.�.... . :. . ,r.-
� --� � _ I t- � z t+ . . - � �- -� - � - - -�� - - �� � i . ��
� � �- , P�
,
� � � e _ � � �1 �� � �� �.
>�i_ i � �
� �, ' ` IXG TE TO
RNLROAD SP/KE /N 24 P/NE � � I E 96.0' �- ELEV. 6.0' � ELEV 96.0' � E . 96.0 -I �
-L- 5fA /O+OOAO —�4 � � — - �—
N 85 /P437PW D/ST /9&79 4 �P f�' I R+P .l wr (NP. RIP r Rrr
ELEV. _ 104J4'
� � �
� f f f
m � �l— � �l— �l� !— �l� !— �l� � —! � —! �
�
a
E
a
ti
L
m
�
Q�
V
/
m
C
3
0
O
/
0
✓
E �� � �� � � � � � �� � �� � PERMIT DRAWING
0
� � �_ � �_ � �_ � �_ � � _� � SHEET 8 OF 10
w
N
F
E
�
� i FOR -L- ALIGNMENT, SEE SHEEf NO. 4
0
�Q
o�
M=
\�.
O`[L'

� Z O Z O 1 O 1 O 1 O 1 O 1 O 2 2 � O � O � O � O � O Z O 2 O PROJEGf REFERENCE NO. SHEEf NO.
� B-4950
� ROADWAY DESIGN NYDRAULICS
�
W��� N D I M�� C T S ENGINEER ENGINEER
INCOMPLE E PLANS
DU NOT II96 POR /W AWU181TWN
� ♦ �A DOCUMENT NOT CONSIDERED FINAL
� � � � � WETLJIN DS � � � � �. WETLI'iN DS � � � � � UNLESS ALL SIGNATURES COMPLETED
BOUNDARY BOUNDARY
�
100
S ITE 1 - --- - - - - - - --
80 —L— 13 + 38
N
o WETLAN DS WETLAN DS
� BOUNDARY BOUNDARY
l0U ,:,
SITE2 --____ _______
80 —L— 16 + 00
WETLAN DS WETLAN DS
BOUNDARY BOUNDARY
�
m
�
.
� „A ,
m 100 y� �
a — — — — — — — — — -
x S ITE 3 - --
a —L— 20+00
= 80
m
�
�
�
m
�
3
0
�
4
�
�
m
E
C
0
;
C
W
N
� PERMIT DRAWING
�
% SHEET 9 OF 10
�
o�. �o �o �o �o �o �o �o � � �o �o �o �o �o �o �o
._
,.
.�

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure FillIn FillIn in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1/2 -L- 13+10 TO 14+71 Bridge 171 < 0.01 < 0.01 0.01 0.03 0.02 80
2 -L- 14+71 TO 17+23 Roadway Fill Slope 0.14 0.06
2/3 -L- 17+23 TO 19+33 Bridge 172 < 0.01 0.01 0.02 0.18 < 0.01 48
3 -L- 19+33 TO 20+73 Roadway Fill Slope 0.03 0.03
TOTALS*: 0.18 0.02 0.12 0.21 0.02 128
*Rounded totals are sum of actual impacts
NOTES:
Proposed Brid_qe Impacts from SMU
Bridge 171: <.Ol acres for all permanent bents. No temporary impacts will be required.
Bridge 172: <.Ol acres for all permanent bents. No temporary impacts will be required.
2013 10 24

• �
BEGI N T 1 P PROJECT B-4950
—L — P�C Sta. II fQD.��
��I`.��"I�I��: C��I�� \�C�)I'�"I'I-I ��.��I'�C�)I.I\.�\
II�I��I�IC�)\� �i)l�� I-II��I-I���.a���
L�CATI�11�: REPLA�E BRIDGES l7l A11tD l72 �VER
S� UTH RIT�ER n11t SR 1851/SR 142�
�FAIRCLDTH BRIDGE RnAD}
T�'P� �F W�RK: P� WER Ll11lE REL�CA T1�11 �
BRIDGE
-L - POT / Sta.13 f38 f/-
�Sp�B /Spd9 ;
��__..r�'__�
�•.� •--
' -'- -�'•��
t .�.._
���.._
� TO SR 1$4$ -L- SR 1851 FAIRCLOTH BRIDGE RD
's.��z
N
C
--I
2
7D
rn
�a
UCTURE EXCAVATION
(STR. PAY REM]
— CLASS II RIP RAP —
(STRUCTURE PAY ITEM]
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS N�T WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PR4JECT SHALL BE PERFORMED TQ THE LIMITS ESTABLISHED BY METHOD II (MODIFIED).
END BRIDGE
-L - POT Sta.14 t58 t/-
BEGIN BRIDGE
-L- POT Sta.17t35 t/-
(STR. PAY ITEM]
— CLASS II RIP R
(STRUCTURE PA�
�
-L- SR 1851 FAIRCL4TH BRIDGE RD
END BRI�
-L - POT
T.I.P. NO.
B-4950
SHE]ET NO.
U E-1
� 1223 Jones Franklin Road
� Raleigh, N.C. 27b06
� / ETHERILL License No. F-0377
E NG I N E E R I NG B�S: 9i 9 asi sa��
Fax: [phone]fl7
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/51TE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
�'q'Q�0
END TIP PR�JECT 8-4950
—L — POT Sta. 21 f40o00
TO SR 7424 ��
]�l�]E]LINIIN�]L�Y PLANS
DO N�T U5E FOR C�N5TRUCTION
GRAPHIC SCALES 2012 STA2IIDARD SPECIFICATIONS
I11 tDEX OF SH�ETS UTILIT Y O W11 tERS �11 t PR OfECT P�p� �� OFFICE OF:
0 50 100 llIG�IT OF WAY DATE: DIVISl011t OF HIGHWAYS
SHEET 11 t0. DESCRIPTl011 t UTILITIES UKIT
22 .l U LY 2 Q16 o UTILITIES ENGIII�EERING
� o
PLANS U�1 TITLE SHEET {A) SUUTH RIVER EMC {PUWER) � 1355 MAIL SERVICES CENTER
LET "IING DATE: 9 � �IGH NC 2769S�I555
0 50 100 UE-2 UTILITY BY �THERS PLA11l SHEETS � se° FAXN 9 j so-'4isi b�
16 MAY 2 017 oF T�►�
P RD F I LE � H O RI ZO N TAL� �oger Worthangton, P.E. UTILITIES SECTION ENGINEER
0 10 20 Bo Hemphill UTILITIES SQUAD LEADER PRQJECT ENGINEER
John D. Schriner, PLS UTILITIES PROJECT DESIGII�ER
PROFILE ERTICAL

i
�
N

Utility Sum�nary Sheet
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
ac ac ac ac ac ac ac ft ft ft
1 10+88 to 13+87 Power Lines 0.10
2 14+43 to 18+32 Power Lines 0.09
3 18+71 to 20+79 Power Lines 0.05
TOTALS: 0.24
Note: Clearing for utility relocation will not exceed the current clear zone being maintained
for the existing utilities.

•
..
.
.
.
O
�
O�
�
I
•�
See Sheet 9 A For I ndex of Sheets
See Sheet � B For Conventi onal Symbols
See Sheet � C- � For Survey Control Sheet
BEGIN TlP PROJECT B -4950
-L - POC Sta. ll f00.00
�— TO SR 1848
�
�
�
�
0
�
7�
,
�-,� ---��
--�
� � I � '� � I � I "' C�> I "' \� C�> I'� � I � I I ( '� I'� (�) I I \� '�
II)I �'I�I(�>\ (�>I.� I-I I� ��I-I ��'.�� �"�
✓ BRIDGE
+38 f/-
LOCATI0111: REPLACE BRIDGES l7l A11tD l72 O T�ER
SO UTH RI VER 011 r SR 1851 /SR 1426
(FAIRCLOTH BRIDGE ROAD)
T YPE OF WORK: GRADI11lG, DRAI11 tA GE, PA VI11 tG, A11 tD S TR UCT URES
NO. 171
N
0
�
_
�
<
rn
�
END BRIDGE
-L - POT Sto. l4 f58 +/ -
-L- SR 1851 FAIRCLOTH BRIDGE RD
.�
---__---�---
BEGIN BRIDGE
-L - POT Sta.17+35 f/-
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III "MODIFIED" W/HAND CLEARING BEYOND THE SLOPE STAKES.
y
0
C
Z
�
�
/� ,
1 '
;
> >
�
i N
� �
o;o
,z
� �
�,
�c
; �
N0.1�2 \ �
-L- POT Sto.19+20 +/-
END T lP PROJECT B-4950
-L - POT Sta. 2/ f 40.00
,— -------_
TO SR 1424 —�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY: HYDRAULICS E111G111�EER
GRAPHIC SCALES DESIG11t DATA PR�JECT LE11tGTH 8601 SIX FORKS Rn, SUITE 260
ADT 2017 = 654 RS� RALEIGH, 11iC 27615
50 25 � 50 100 919-926-4100 0� �0� p�
ADT 2037 = 1,038 LENGTH ROADWAY TIP PROJECT B-4950 = 0.139 MILE FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ��� ��y�o
P�N S K = 1 O % _ 2012 STA11iDARD SPECIFICATI011iS � Q�
D= 60 % LENGTH STRUCTURE TIP PROJECT B-4950 — 0.058 MILE pE o �
50 25 0 50 100 _ JENNIFER FARINO, PE SIGNATURE: � �
T= 3 %* TOTAL LENGTH TIP PROJECT B-4950 — 0.197 MILE �GHT OF WAY DATE: PROJECT ENGINEER � o
V= 60 MPH JULY 21, 2016 ROADWAY DESIG11t
* _ o _ o JARED BOND, PE E11tGI11lEER �� �@
PROFILE HORIZONTAL � �
�TTST — ��0 + D UAL — 2/o� PROJECT DESIGN E11iGI11tEER p o �
10 5 0 10 20 FUNC CLASS = LOCAL LETTI11lG DATE: �� ��p���
SUB—REGIONAL TIER MAY 16, 2017 TATIA L. WHITE, PE, PLS
11iCDOT C011iTACT
PROFILE (VERTICAL) P�'
SIGNATURE:

BQUND�4RIES 14ND PROPERTY.•
State Li ne ----- -----
�ounty Line --- ----
Township Line -- --
�ity Line - -
Reservation Line - -
Property Line
Existing Iron Pin EO
Property Corner �
Property Monument �
Parcel/Sequence Number �23
Existing Fence Line -x x x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary W�B
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPg
Existing Historic Property Boundary HPg
Known Contamination Area: Soil - •1• •1•
Potential Contamination Area: Soil - � �
Known Contamination Area: Water - '�` '�`
Potential Contamination Area: Water - .��' .��'
Contaminated Site: Known or Potential '■' �
BIIII.DINGS �4ND DTHER CULTURE:
Gas Pump Vent or LVG Tank Cap o
Sign �
Well °
w
Small Mine 'Sz'
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �_ _ _ �
Jurisdictional Stream �S ... —
BufFer Zone 1 az �
BufFer Zone 2 Bz �
Flow Arrow �--- ---
Disappearing Stream �--- ---
Spring C��� ��_- .�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLOW
False Sump �
����� �� ����� ������ �y �� V' ����� �� ���� IYIY � 1L �
Note: Not to Scale *S. U.E. = Suhsurface Utility Engi�aeerang
R�4ILR0�4DS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RrcxT oF iv��•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete CJA Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
0
MlLEPQST 35
0
SWlTCH
t t t t
�
0
Proposed Permanent Easement with
Iron Pin and Cap Marker
R0�4DS �4ND REL�4TED FEI4TURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut -
Proposed Slope Stakes Fill -
� ` �
� ��v
in� L�►
=' �:�
�c�
\ /
E
E
TDE
PDE
DUE
PUE
TUE
AUE
�
c
F
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal
T�EGET�4TION,•
Single Tree
Single Shrub
�
�
Hedge
Woods Line � � � � � � � � - �
4rchard
Vi neya rd
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
P4WER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
I.V�G Power Cable Hand Hole
H-Frame Pole
I.V�G Power Line LOS B�S.U.E.*}
I.V�G Power Line LOS C�S.U,E.*�
WG Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
l� Telephone Cable Hand Hole
la�G Telephone Cable LOS B�S.U.E.*] -
la�G Telephone Cable LOS C[S.U.E.*j -
la�G Telephone Cable L4S D[S.U.E.*j -
la�G Telephone Conduit L4S B(S.U.E.*j
la�G Telephone Conduit L4S C�S.U.E.*�
l�G Telephone Conduit L4S D(S.U.E.*)
la/IG Fiber Optics �able L45 B(S.U.E.*j
la/IG Fiber Optics �able L45 C�S.U.E.*)
la/IG Fiber Optics �able L45 D�S.U.E.*)
� � � �
Vineyard
CONC
, carvc ww C
CONC HW
�--------�
� CB
\CJ
5
•
•
O
►�
n
�
�
O
❑T
�
HH
--TC---
TC
— — — —T FO— — —
— —T FO— — —
T FO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
LI/fG Water Line LOS B�S.U.E*�
LI/fGG Water Line LOS C�5. U. E*)
U/G Water Line LOS D�S. U. E*}
Above Ground Water Line
TV:
TV Pedestal
TV Tower
W�G N Cable Hand Hole
W�G N Cable LOS B(S.U.E.*)
W�G N Cable LOS C(S.U.E.*j
l�G N Cable LOS D(S.U.E.*}
U/fGG Fiber Optic Cable LOS B�S.U.E.*�
U/fGG Fiber Optic Cable LOS C�S.U.E.*}
U/fGG Fiber Optic Cable LOS D(S.U.E.*}
GAS:
Gas Valve
Gas Meter
U�G Gas Line LOS B(S.U.E.�`�
U�G Gas Line LOS C�S.U.E.*)
U�G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
LV� Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B�S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*�
SS Forced Main Line LOS D(S.U.E.*�
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located 4bject
Utility Traffic Signal Box
Utility Unknown l�G Line LOS B�S.U.E.*�
l�G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A� Tank; Water, Gas, Oil
Geoenvironmental Boring
l�G Test Hole L4S A(S.U.E.*�
Abandoned According to Utility Records -
End of Information
w
A/G Water
- -Tv- -
TV
- - - -TV FO- - -
- -TV FO-
TV FO
0
�
— — — —G— — — -
— —G— —
—c—
A/G Gas
OO
O
SS
A/G 5anitary Sewer
----F55----
- — FSS
F55
•
0
�
❑5
— 7UTL —
0
UST
0
�
m
AATU R
E.O.I.

�
�
�
N
\
C_0

�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
i i � �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
� • �����������������������������������
�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�����
■■■■■■■■■■■■■■■■■■■■■■\1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�I■■■
■■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■
■■■■■■■■■■■■■■■■■■■■■■■\�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■
■■■■■■■■■■■■■■■■■■■■■■■■►\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ii■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■■■■■■■■■■■■■■■■■■■■�I■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■1\■■■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■��n�2■�����■nn���■■■■■■■■■■��■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■\\rY`■i��■r■��vii■■■■■■■■■■11■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■��■■■■■r7
\\■■■■■■■■■■■■■■■■����������"������----------------
����:��r,��-i..� �■■■■■■`�
�:�rir�Rn�i�*��T•.�■�ii�\�i-fi��i�1:�:�:E:J�������■■■■■■■■■■l'i'i!i!�! lir■rii�■
■■■ii�111/�L',l�'11�11II�■■■■■■■■■■■■■■1 �'=':':�����ee��ee�:��_r,=_� --'',"■■■■■■■■
........
■■■■■■�■■■ ■■■■■■■■■■ ■■■■■■■I i i!i!i' 1■��1 I■■■■■ ■■■■�1 I■■1:�:� a�:� :■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■I � �:�: :i■■■11■■■■■■■■■■1 I■■C�;�:�Z�� i ■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■�����■■■■■■�■��������■■■■■■■■■■■■■►�■■■■■■■■■■■n�R����■������■■■■■■■■■■■■■■r�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■II�_'If�IC �IIIIIG/Ili■■■I\■■�Irii,.'/Afil/,U�I.i■■■■■■■■■■■■■■\■■■■■■■■■■Yilll`�I�iiYi�fi�riii■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■I�Yf�JiC��J�:���►r„����......������i���■■■r7■■■■■■\�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■�\■■■■■■■■■■■■■
--������'������...������������u�u�������...��
■■■■■■■■■■■■■■■■■i��i■■■■■■■■■■■■■■■■■\+����■�� ����ec����e�:»e��»o�«»�«��.�� _
�■ii�■�■i��■ri��■ri��■ri��■ri��■ri��■r��r■r■■■■■■ �:►2�5 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■f:�:�S:�:�:�rr�rii���iiiti��li�9iiS�]i71��7�:�i:y�i�7.'i
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r�; :::: -:�������e�:��eee»oees»CCi»De:.�:�:���: ■■■■■■■■■IJ■li ��J�'ll��■■■■■���L���i�1C■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�'! i!►!i!i'■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ �■■�!i!i!i!i!i �i �■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■���:►��►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►i!�������!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■

■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■�
■■■■■■■■■■
■■■■■■■■■�
■�■■■■■■■■
����■■■�■�
� '_n■►�1►'_��
,ltiiiiilii�i

■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■�
■■■■■■■■■■
1r"_� ■►1r'�■
'Jl'�,�/ �1 ll l� 1
�����s�ra��r■
���ia�r���
iiiiiiiiii
■�■■■■�■■�
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■�
■■■■■■■■■■
■�■■■■■■■�
■�■■■■■■■■
iiiiiiiiii
� . �■ :��: ■
������aiir�■�
:iiiiiiiiii
:�r,�■:::_�■
■■�I■�iC���
■�■ I� ■■■■�i
■■■I■■■■■�■
■■�I■■■■■■�
■■■I■■■■■■■
■■II■■■■■■■
■■■■■■■■■■

■■��■■i■i■��
■�_:��i���►�
�■■■■■�■���e
■■C7i�i■I■■■
�■■■■■I■I■■■
■■■■■■I■I■■■
■■■■■■I■I■■■
■■■■■■I■I■■■
■■■■■■■■■■
■■■■■■■■■■
■r������ur ■
i r� �� it �r 1� �_ i
����a�����
■�■■■■■■■�
■��■■■��■■
■■■■■■�■■■
■■■■■■■■■■
■■■■�■■■■■
■■�■■■■■■■
■■■■■■■■■■
r,►��i��ruui
�`�����`�■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■

'JI.��� �11(1� 1
�1111���1111�■
�►r�i`�\��
■�■■■��■■■
■�■■■■��■■
■■■■■■�■■■
■■■■■■■■■■
■■■■�■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■■■■
������ �
1/��■►1���
Ititil�lilil�l
I 11 +� 1� \I Jl 1� 1
■\rii`r\�■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
�l �� l� �I 1l 1� �
�■�����■��
■■�■■■�■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■�
■■■■■■■■■■
■■■■■■■■■�
■■■■■■■■■■
■■■■■■■■■■
■■�■■■■■■■
■���■■��■■
■�1r1�/�■li■■
Ill���fl111�1
J►:.S7�Jt��
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■

■■■■■■■■■■
■■■■■■■■■■
■��■■�■■■■
■■■■■■■■■■
■��■■■■■■■
■■■■■■�■■■
■�■■■■�■■■
■�A■���■A■
►lf,� 1� ull,� 1
1 �l 1� ■f �I ll 1■ ■
�L��■■■■■A■
�lC�■iir�■
�■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■�■■■�
7r� �� :1r: ■
�ii�■�a�����■
��►� ��.■►�►�..a
■� is-a�.�■� i� �r i� �� a� �r u■
■1 Il �' J�� I■�,�r��+rl�.�►l►�� a
������������■�■�������
■■■■■■■■■■■�■■■■�■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■

■��I 1■I If � tl 1
' `�JOI'���J
�■■■■■■�■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■�■■■■■■■
�r. �■ :1r: ■
,�i i■ ■� ai ir r■ �
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■�
■■■■■■■■■■
■�■■■■■■■�
■�■■■■■■■■
����■���■�
■ ��■���A■
� v�s�� ■�ir,. ■
�i �� ■i �� i� �� ■

�r,�r�i>>ru■
1 ]I�[/ 1� �1 Jl 111
��n���� �
■�■■■■■■■�
■■■■■■■■■■
■■■■■■�■■�
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
71��1�11111��
r\�ii`�\r■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■