20170436 Ver 1_B-4637 Nationwide Sampson April 12, 2017_20170412

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
April 12, 2017
US Army Corps of Engineers
Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Attention: Brad Shaver
NCDOT Coordinator
JAMES H. TROGDON, III
SECRETARY
Subject: Application for Section 404 Nationwide 23 Section and 401 Water Quality
Certification far the replacement of Bridge No. 325 over Little Coharie Creek
Overflow and Bridge Nos. 326 and 327 over Little Coharie Creek on SR 1409 (Old
Salemburg Road) in Sampson County. TIP No. B-4637. Debit $240 from WBS
33808.1.2.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Sampson County
Bridge Nos. 325, 326 and 327 on SR 1409 (Old Salemburg Road) over Little Coharie Creek and its
overflow.
The purpose of this letter is to request approval for a Section 404 Nationwide Permit No. 23 and
Section 401 Water Quality Certiiication. In addition to this cover letter, this application package
includes the following for B-4637: stormwater management plan, permit drawings, roadway plans,
and DMS acceptance letter.
This project calls for a letting date of January 16, 2018 and a review date of November 28, 2017,
but this schedule will likely be advanced.
Impacts to Jurisdictional Resources
The project will have permanent surface water impacts of 0.01 acre and 0.02 acre of temporary
surface water impacts, located at Site 2 in the permit drawings. Wetland impacts occur at two
mapped sites, Site 1 east of the main stem of Little Coharie Creek and Bridge No. 327, and Site 3
east of the creek and Bridge No. 327. A total of 0.23 acre of permanent impacts in wetlands.
Section 404: Application is hereby made for a USACE Nationwide 23 Permit as required for the
above-described activities.
MadlingAddress: Telephone.• [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
NATURAL ENVIRONMENT SECTION Custamer Service.• 1-877-368-4968 RALEIGH, NC 27699
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598 Website: www.ncdot.gov

Section 401: We are requesting a Section 401 Water Quality General Certification 4093 from
NCDWR. We are providing this application to NCDWR for their approval. Authorization to debit
the $240 Pernut Application Fee from WBS Element 46041.1.1 is hereby given.
A copy of this permit application will be posted on the NCDOT Website at
https://connect.ncdot.�ov/resources/Environmental/Pa�es/default.aspx under Quick Links > Permit
Applications. A Programmatic Categorical Exclusion (PCE) was completed for this project in July
2016. A copy of the PCE is also available at the above website address under Quick Links >
Environmental Documents.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Gordon Cashin at or [phone].
Sincerely,
�
�o� Philip S. Harris III, P.E., CPM, Manager
Natural Environment Section
cc: NCDOT Permit Application Standard Distribution List

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Office Use Only:
Corps action ID no.
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
1b. Specify Nationwide Permit (NWP) number: 23 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 Bridge Nos. 325, 326 & 327 SR 1409.
2b. County: Sampson
2c. Nearest municipality / town: Roseboro
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g�637
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: 34.992706 Longitude: -78.521824
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 12.2 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little Coharie Creek
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:
The study area includes the existing roadway and bridge. Land use is forestland, with some farmland.
3b. List the total estimated acreage of all existing wetlands on the property:
6.5 acres N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
209 feet
3d. Explain the purpose of the proposed project:
To replace three deteriorated bridges.
3e. Describe the overall project in detail, including the type of equipment to be used:
Three bridges of lengths 35'6", 35'8", 85'10" and widths 23'10", 23'10", 23'11" will be replaced with bridges having lengths
60', 60', 115' and widths 30' each. Standard road building equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained fo�r this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past.
Comments: JD requested on 3/26/2012
4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Michael Baker Engineering
Name (if known): Richard Darling Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
4/11/12
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 yaur 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 Type of wetland Forest Type of jurisdiction Area of impact
Permanent (P) or impact (if known) ed (acres)
Tem ora T
Fill, �
excavation,
Site 1� P❑ T rip rap swamp Yes � Corps 0.18
mech. � � �WQ
clearing No
� ❑ Corps
Site 2❑ P❑ T � � pWQ
No
Fill, �
excavation,
Site 3� P❑ T riprap, swamp Yes � Corps 0.05
mech. � � �WQ
clearing No
❑
Site 4❑ P❑ T Yes ❑ Corps
❑ ❑ DWQ
No
2g. Total wetland impacts 0.23
2h. Comments: There are 0.3 acres of temporary impacts due to hand clearing. There will be <0.01 acre of temporary fill in the
hand clearing areas for erosion control measures.
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 Stream name Perennial Type of Average Impact
number - impact (PER) or jurisdiction stream length
Permanent (P) or intermittent (Corps - width (linear feet)
Temporary (T) (INT)? 404, 10 (feet)
DWQ —
non-404,
other)
Site 2� P❑ T Bridge/Road Little Coharie Creek � PER � Corps 35 28
way fill ❑ INT ❑ DWQ
Site 2❑ P� T Bridge/Road Little Coharie Creek � PER � Corps 35 80
way fill ❑ INT ❑ DWQ
Site 3❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 28 Perm.
80 temp.
3i. Comments:

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 type Area of impact (acres)
Permanent (P) or (if applicable)
Tem ora T
01 � P❑ T Little Coharie gridge/roadway fill, bridge pier stream 0.02 perm.
Creek
01 ❑P❑T
4f. Total open water impacts 0.02 perm.
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
Flooded Filled Excavated Flooded Filled Excavated Flooded
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
B4 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This structure has been designed to have as little environmental and surface water impacts as possible. To avoid direct
discharge of bridge stormwater into the receiving water, deck drains are not required for the proposed bridge. Storm
water impacts to the creek have been minimized by utilizing grated inlets and pipes to collect bridge stormwater which will
be outlet on Class II rip-rap before entering the stream. The project also utilizes an offsite detour.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction impacts will be minimized through the use of Best Management Practices for Construction and Maintenance
Activities.
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: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
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.

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
attached?
4. DWQ Stormwater Pro ram 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 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 this 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. 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?
USFWS website, field surveys.
6. Essential 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?
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
governments 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
Digitally signed by Colin Mellor
C o I i n M e I I o r DN: cn=Colin Mellor, o=NCDOT, ou=NES,
Plllll S. Harris III, P.E., C.P.M. email=cmellorC�ncdot.gov,c=Us 04-12-2017
� Date: 2017.04.12 12:5038 -04'00'
��"� ApplicanUAgent's Printed Name Date
Applicant/Agent's Signature
(AgenYs signature is valid only if an authorization letter from the applicant
is provided.)
11

Enviranmental
Quality
ROY COOPER
C,ov�rnor
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:
Apri15, 2017
Subject: Mitigation Acceptance Letter:
B-4637, Replace Bridges 326 and 327 over Little Cohaire Creek on SR 1409, Sampson County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory riparian wetland mitigation for the subject project. Based on the information supplied by you on Apri13,
2017, the impacts are located in CU 03030006 of the Cape Fear River basin in the Southern Inner Coastal Plain {SICP)
Eco-Region, and are as follows:
Cape Fear Stream Wetlands Buffer (Sq. Ft.)
03030006 Non- Coastal
SICP Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 0 0.23 0 0 0 0
��u�� �� �.�.G ����a��, a„W�, wcuanu ��npdc�s may oe proposea �o ne mingatea at a 1:1 mlhgat�on ratio. See permit
application for details.
The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 unpact data. DMS
will commit to implemznt sufficient compensatory riparian wetland mitigation credits to offset the impacts associated with
thic rrn�Prt ae (�PYP��14Pl� I� �I th� ,r�r�u]atC� j 3b.�. .G:BS L:3:l;s t�Ie C�iCif vCi y' t12T'iciu'1E iiStcu iii Sci;iiuii i'.�.l;.11l Ul iRC lII-'Llell t'ee
Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new 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.
Sincerely,
Jame . Stanfill
Credit anageuient Supervisor
cc: Mr. Brad Shaver, USACE Wilmington Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: B-4637
!'�"`Nothing Compares��
5tate of North Carolina Cnvironmentaf Quality
"217 West Jones Street I 160i Mail Service C�nter I Raleigh, North Carrolina 27699-f601
919 707 860Q

High��va�
, North Carolina Department of Transportation ��
Stonilwdter Highway Stormwater Program
��
STORMWATER MANAGEMENT PLAN
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 33808.1.2 TIP No.: B-4637 County(ies): Sampson Page 1 of 1
General Project Information
WBS Element: 33808.1.2 TIP Number: B-4637 Project Type: Bridge Replacement Date: 2/22/2017
NCDOT Contact: Craig Freeman, PE Contractor I Designer: Kimley-Horn & Associates
Address: NCDOT Hydraulics Unit Address: 421 Fayetteville Street
1020 Birch Ridge Drive Suite 600
Raleigh, NC 27610 Raleigh, NC 27601
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: [e-mail]
CitylTown: Roseboro County(ies): Sampson
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Len th lin. miles or feet): 0.21 Surroundin Land Use: Rural
Proposed Project Existing Site
Project Built-Upon Area (ac.) 0.7 ac. 0.5 ac.
Typical Cross Section Description: 2@ 10' wide lanes with 0' to 3'11" paved shoulders and 3' to 6' grass shoulders and 3:1 2@ 10' wide lanes with grass shoulders
side slopes
Annual Avg Daily Traffic (vehlhr/day): Design/Future: 935 Year: 2037 Existin : 490 Year: 2017
General Project Narrative: Replacement of Bridges No. 810325, 810326, and 810327 on SR 1409 (Old Salemburg Road) in Sampson County. The existing bridges, overall length (OAL) = 35'6"; 35'8";
(Description of Minimization of Water 85'10" (respectively) and widths = 23'10"; 23'10" 23'11" (respectively), will be replaced with bridges having OAL = 60'; 60` 115' (respectively) and widths of 30' each. The new
Quality Impacts) bridges are wider than the existing bridges to provide the required shoulders necessary for roadway and drainage. The roadway is being widened to provide the minimum lanes
for safe travel. An offiset detour will be utilized for maintenance of traffic. No new roadside ditches are introduced as part of this project.
Rip rap is placed on each of the bridges' sloping abutments to act as slope stabilization and prevent erosion. The bridges were designed to not require deck drains. Runoff from
the bridges is captured on the low side of the bridges in shoulder berm gutter and traffic bearing 2G1's on either side of the road in the roadway sags, with the exception of two
locations where the 10-year runoff at the sag location is less that 0.1 cfs. The systems are designed to outfall outside of proposed fill slopes in the area of an existing wetland
that will be minimally disturbed by the outfall. All other roadside stormwater sheets across the roadway and down the roadway fill slope similiar to existing conditions.
Waterbody Information
Surface Water Body (1): Little Coharie Creek NCDWR Stream Index No.: 18-68-1-17
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters (Sw)
Other Stream Classification:
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? 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 General Project Narrative) General Project Narrative)

See Sheet 7A For Index of Sheets
See Sheet 1B For Conventional Symbols
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LOCATION: REPLACE BRIDGE 325 OVER LITTLE COHARIE CREEK
OVERFLOW AND BRIDGES 326 AND 327 OVER LITTLE
COHARIE CREEK ON SR 1409 (OLD SALEMBURG RD)
TYPE OF WORK GRADING, PAVING, DRAIIVAGE, AND STRUCTURES
WETLAND AND SURFACE WATER IMPACTS PERMIT
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PROIECT REFERENCE NO. SHEET NO.
B-4637 4
2W SHEEi NO.
ROAOWAY OESiGN HVORAULICS
ENGINEER ENGINEER
IN�MPILE lE PL.�N9
DO NmT USE FOR ! W ACQUISI'4'[ON
�REL� 1�f I�N� f8� g� P]L.�NO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 5 OF 9
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ELEV. 101.33' 'I - , . _
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PI = 11+00.00 PI = 14+50.00 II PI = 2U+80.00
EL - 102.84' EL = 101.94, PI = 16+70.00 EL = 102.32' PI = 19+40.00 EL = 101.84'
I- EL - 101.48' , PI = 12+70.00 VC = 130, I'� EL = 102.82' VC - 100' EL = 102.71'
� VC = 140'
�' F VC - 100' VC = 200 K- 144 � VC = 120' K= 152 VC = 140' K= 152
K= 200 � K= 154 } I K= 158 K= 152
V= 60 MPH �! y= 60 MPH V= 60 MPH __ __. V= 60 MPH V= 60 MPH V= 60 MPH V= 60 MPH
i
-'� �� � '-' ' ' - - - ' '- � CL 57A 12+68.00 -L- i - '-' � - -' ���- '- CL STA 15+56.00 -L- i '- '-- - ' �' '- CL STA 19+45.50 -L- {{{��,��, ��I��, ��I
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-� . . . . . . . . . . . . . . . . . . . SKEW = 90' . . . . . . . SKEW = 90' . . . . . . . . CC ELEV = 102.54' �
Q � � � SICEW = 90'
3 (+)0.8000% (-�0.5000% (+J0.4000% (-0.3571°h (+)0.3000% (-�0.6214%
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PROJER REFERENCE NO. SHEET NO.
B-4637 5
ROADWAV DESIGN HYDRAWCS
ENGMEER FNGINFFR
INC�MFQ,E lE 1PLFAN9
DO NmT USE FOR l W ACQUISITION
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10
11 12
13 14 15 16 17 18
BRIDGE HYDRAULIC DATA
BR/DGE 327
DESIGN O/SCHARGE = 2900 G
DESIGN FREOUENCY = 25 YR
OES/GN /�4i' ELEVAT/ON = IOOJFT
BASE D/SCHARGE = 4300 G
BASE FREOUENCY = l00 YR
BASE H4% ELEVATION = l0/A9 F
OVERTOPPdyG DISCHARGE = 5/00 Cf
OVERTOPPING FREOUENCY = 100+ YF
OVERTOPPING ELEVATION = l0/✓
DATE OF SURVEY = 0//l4/2
WS. ELEVAT /ON
19 20 21
END GRADE
-L- STA. 21 + 50.00
ELEV. 102.05'
FOR -L- AIIGNMENT, SEE SHEET 4
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WETLAND PERMIT IMPACT SUMMARY
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 -L- 11+26 - 12+09 (RT) Roadway Fill < 0.01 < 0.01
1 -L- 12+09 - 12+26 LT/RT Class B Rip Rap < 0.01 < 0.01
1 -L- 12+26 - 13+10 (LT/RT) Bridge/Roadway Fill 0.01 0.09
1 -L- 13+10 - 14+98 LT/RT Roadway Fill 0.04 0.03
1 -L- 14+98 - 15+14 (LT/RT) Class B Rip Rap < 0.01 < 0.01
1 -L- 15+14 - 15+98 LT/RT Brid e/Roadway Fill < 0.01 < 0.01 0.12
1 -L- 15+98 -18+37 (LT/RT) Roadway Fill 0.05 0.04
1 -L- 18+81 -19+42 LT/RT Brid e/Roadway Fill < 0.01 0.07
2 -L- 19+12 -19+81 LT/RT Brid e/Roadwa Fill 0.02 28 80
3 -L- 19+72 - 20+10 (LT/RT) Bridge/Roadway Fill < 0.01 0.02 0.02
3 -L- 20+10 - 20+27 (LT/RT) Class B Rip Rap < 0.01 0.01
TOTALS*: 0.10 0.04 0.09 0.30 0.02 28 80
*Rounded totals are sum of actual impacts
NOTES:
Less than 0.01 acres of the permanent surface water impacts are due to the proposed bridge pier.
<0.01 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures.

• �
See Sheet lA For Index of Sheets
See Sheet 1 B For Conventional Symbols
I I ITY P
_ _
OFF SITE DETOUR
�� �� � � ��� � � ���
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LOCA TI01�1: BRIDGES 32� A1�D 326 O T�ER LITTLE COHARIE
CREEK OVERFLOW A1�D BRIDGE 327 OVER LITTLE
COHARIE CREEI� 01� SR 1409 (OLD SALEMB URG RD)
TYPE OF WORI�: GRADI1�lG, PA VI1�lG, DRAI1�lAGE, A1�D STR UCTURES
TO SR 1002
F (DUNN RD)
BEGIN TIP PROJECT B-4637
—L— STA. 10 + 50.00
BEGIN BRIDGE
-L- STA. 12 + 36.88
BRIDGE 325
BRIDGE 326
SR 1409
(OLD SALEMBURG ROAD)
END BRIDGE
l-�7'T[E COH�RiE -L- STA. 12 + 99.13
CREEK OVERFLOW
BEGIN BRIDGE
-L- STA. 15 + 24.88
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHOULD BE PREFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III.
—L—
ILITTLE COHAR/E
CREEK OVERFLOW END BRIDGE
-L- STA. 15 + 87.13
.,
END TIP PROJECT B-4637
—L— STA. 21 + 50.00 /
cnT4. �y���s�.
��sc�E,r \
s
BRIDGE 327 \ �
1
BEGIN BRIDGE
-L- STA. 18 + 91.81
END BRIDGE
-L- STA. 19 + 99.19
� SALEMBURG �
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER
GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH
ADT 2 Ol 7= 590 DI VISI01� OF HIGHWA YS
50 25 � 50 ��� ADT 2037 = 935 1000 Birch Ridge Dr., Raleigh NC, 27610 �� �� �Oa�G� �q
K= 11 % LENGTH ROADWAY TIP PROJECT B-4637 = 0.164 MI 2012 STANDARD SPECIFICATIONS �Q �oQ
PLANS � �
D= 55 % LENGTH STRUCTURE TIP PROJECT B-4637 = 0.044 MI SIGNATURE: P.E. � a
50 25 0 50 l00 T— 5 ��o * RIGHT OF WAY DATE: GARY R. LOVERING, PE a �
V= 60 MPH TOTAL LENGTH OF TIP PROJECT 6-4637 = 0.208 MI PROJECT ENGINEER ROADWAY DESIG11t � �
* 0 0 NOVEMBER 18, 2016 E11tGI11tEER � �
a
0
PROFILE HORIZONTAL �
� ) (TTST 1 /o + D UALS 4 /o) � �' o� D e �Q° �
�>
l0 5 0 l0 2p FUNC CLASS=RURAL LOCAL LETTI11lG DATE: SAM ST.CLAIR ��p�
S U B RE G I O NAL T I E R JAN UARY 16 , 2 O� H I'ROJECT DESIGN ENGINEER
PROFILE (VERTICAL) PE
SIGNATURE:

BOUNDARIES AND PROPERTY.•
State Line ----- -----
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existi ng I ron Pi n �
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 EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil - �' �'
Potential Contamination Area: Soil - � �
Known Contamination Area: Water '� '�
Potential Contamination Area: Water � �
Contaminated Site: Known or Potential '�' �
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �'
Foundation 0
Area Outline
Cemetery t
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �____�
Jurisdictional Stream �S —
Buffer Zone 1 Bz �
Buffer Zone 2 Bz 2
F I ow Arrow �--- ---
Disappearing Stream �--- ---
Spring c�'�����-���
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLOW
False Sump �
�"I'.,���" 'I�:'. (�>I��' � �)I"'I I I � `'.,�� I'�(�) .,I \'.��, I�I �'I:; I(�)�' (�)I��' I I I � i�I I ``'.,�� �':��
� � ' � ' : �
� � � � � , , , , . „ .
RAILROADS.•
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
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 R�W Marker
Proposed Control of Access Line with
Concrete C�A 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
O
MILEPOST 35
0
SWITCH
� � � T
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement —
Existing Curb —
�
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.
W
.
W
.
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in� 0
._ _. �:�
�c�
�A�
E
E
TDE
PDE
DUE
PUE
TUE
AUE
0
Orchard
Vi neya rd
EXISTING STRUCTURES:
MAJ O R:
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:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
— TELEPHONE:
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
I�EGETATION.•
Single Tree
Single Shrub
ti
��������i�i
�
�
Hedge
Woods Line � � � �
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS B(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS 6(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
� � � �
Vineyard
CONC
J ��N� WW �
�
WATE R:
Water Manhole
Water Meter
Water Valve
Water Hyd ra nt
U/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
�oN� Hw TV Pedestal
TV Towe r
�--------� U/G TV Cable Hand Hole
��B U/G TV Cable LOS 6(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
� U/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
s
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
�
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O
a
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HH
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
U/G 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 Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
W
A/G Water
- - - -T�- - - -
- -T�- -
TV
- - - -TV FO- - -
- -TV FO-
TV FO
�
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— — — —G— — — -
— —G— —
—c—
aic cas
�
O
55
A/G Sanitary Sewer
— — — —FSS— — — -
— — F55 — —
F55
•
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- 7UTL -
0
UST
0
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AATU R
E.O.I.

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RELATIONSHIP OF BRIDGE #325 TO PROPOSED PAVEMENT
BEGIN APPROACH SLAB END BRIDGE
-L- STA. 12 + 26.00 -L- STA. 12 + 99.13
GRAU 350 TYPE III i TYPE III
0
0
GRAU 350 TYPE III �i TYPE III
8:1 P.5 TAPER M
LT. & RT.
END APPROACH SLA
-L- STA. 13 + 10.00
BEGIN BRIDGE
-L- STA. 12 + 36.88
NOT TO SCALE
O
�
O
0
O
�
O
�
O
�
BEGIN TIP PROJECT B-4637
-L- STA. 10 + 50.00
REMOVE EXIST BRIDGE -
BRIDGE 325
CLASS 'B' RIP RAP
EST ITONS
EST 5 SY GFD
SHOULDER BERM GUTTER
STA.12+16 TO STA.12+26
(LT AND RT)
,� � y� � � � .
� � � � � �
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,� � '� � .� �0.00' LT � '� �
� � ,� � � ,� � � ,� 55.0�J' LT � � � +�
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27'INC. _-��---�
_ _ fE---7�i_ — �
SR 1409 OLD SALEMBURG RD l7' BST x `' + `` T B 2 G I
F - �
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.v_ d �
CLASS 'B' RIP RAP
EST ITONS
EST 5 SY GFD
RELATIONSHIP OF BRIDGE #326 TO PROPOSED PAVEMENT
BEGIN APPROACH SLAB END APPROACH SLAB
-L- STA. 15 + 14.00 -L- STA. 15 + 98.00
TYPE III � TYPE III
0
0
TYPE III �i TYPE III
M
BEGIN BRIDGE END BRIDGE
-L- STA. 15 + 24.88 -L- STA. 15 + 87.13
NOT TO SCALE
�
1
LINA WALTON HOWARD
DB 1052 PG 967
CLASS 'B' RIP RAP
EST ITONS
EST 5 SY GFD
15" —
SHOULDER BERM GUTTER I
STA.15+04 TO STA.15+14
(LT AND RT)
WO�DS � � � ,� � � � � ,� '� �
� � � � � � � � � �
� � �+10 � ,� � � � � �
� �� CLA�S�,JI RIP.�RAP'�TO S�iO LDE� � �
(S�RU.CiURES.. Y. I�E � ) .� '�
,� F .� � � � � � �
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/ � F
I _. � ii �----------
�
LE
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�
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REMOVE EXIST TIMBER VERTICAL ABUTMENTS
DOWN TO ELEVATION 95.2 (I' ABOVE NORMAL
WATER SURFACE ELEVATION).
APPROXIMATE EXCAVATION
EL=95.2' (TYP FOR BRIDGE 327)
BRIDGE 326
REMOVE EXIST BRIDGE
CLASS II RIP RAP TO SHOULDER
(STRUCTURES PAY ITEM, TYP)
� � W 0 0 D,� '� � ,� � � �` ,� � � � � " � `�'��
,� � � .� � � '� C� A SS I I�I P R�P T 0 S,�10 U L�@ E R ,� �
- g� - 3� � � � �(STRUCTURE�- PAI� ITEM, TYP) y�
'� + � � � � � � � � � � � +81
� � � +98 � '� � '� ,� � .� � �
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—� — —
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y��- R -'--------� -. - � - -
---
� — � � F � � � F ,� LlT7"�EE OHARIE F� � � � � —�- � � � -� � ���� � � �
� � � � � �5 C�EK OV FLOW '� '7� � � � � �
� � .� '� � � � '� � 4�6 ,� + 14� � ,� .� � ,� � W ,� � � ,� � � ,� '� � .�
'� + 10 � '� � � '� � � '� ,� � '� ,� � ,� � '� ,� � � ,� � � �
� � � � � � � � � ,� � � ,� � � ,� � � � � � � + � �
�� ,� '� v � .� '� � � � � � ,� � �OO�S '� v � � � � .w � � � � .w � � � „ � � � � � � � � �
WOO�S
CLASS 'B' RIP RAP
EST ITONS
EST 5 SY GFD
REMOVE EXIST TIMBER VERTICAL ABUTMENTS
DOWN TO ELEVATION 95.5 (I' ABOVE NORMAL
WATER SURFACE ELEVATION).
3
RALPH L. LEONARD. JR.
AND WIFE. PATRICIA H. LEONARD
DB 1748 PG 97
REMOVE EXIST TIMBER VERTICAL ABUTMENTS
DOWN TO ELEVATION 95.5 (I' ABOVE NORMAL
WATER SURFACE ELEVATION).
�
PATRICK DUDLEY NEAL
AND WIFE. DIANE G. NEAL
OB �780 PG 62
BRIDGE 327
- REMOVE EXIST BRIDGE AND
TIMBER VERTICAL ABUTMENTS
CLASS 'B' RIP RAP
EST ITONS
EST 5 SY GFD
� 15"
�
�
� „-B��4 �
/
PROJECT REFERENCE NO.
B-4637
R�W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
4
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
O
�
N
N
O
�
O
�
i SHOULDER BERM GUTTER
STA.20+10 TO STA.20+20
(LT AND RT)
� ,� � .� � .� � .
WOODS � � ,� � � ,� � .� '�
� �
� ,� '�+ 00.�0 -L- .� '� � � '� � � �
� � 0.00' LT,� � � ,� � ,� '�
� 55.00' LT � � � ,� � �
� s � � �.
w_� ��"
� � �
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Y�LB— � — — — �- — �WLB �— — —��— -� — — –
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f B2G1 0 `V
- - - - �
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15" 1
� 4 —1
— � — —
, �09 �/�K \ _v_ ,
SR 1409 OLD SALEMBURG RD l7' BST
��
��-�'����— 9�M ��� "��� — — — — � ��=,���'
LT. A�I D R . ,� � � ,� � � .�
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,+10� � � � �+00:�00 -L- � � � .� '� � � ,� '�
� ,� \. �9.00' T � .� � � � � �
„ � � � � � 55.OQ' RT � .0 '� � „
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