20160490 Ver 1_Application_20160516

Carpenter,Kristi
From:
Rivenbark, Chris
Sent: Monday, May 16, 2016 10:07 AM
To: Brad Shaver ([e-mail]); Herndon, Mason
Cc: AI-Ghandour, Majed N; Chapman, Amy; Collette, Karen E.; Fritz Rohde - NOAA
Federal; gary�[e-mail]; Joyner, Drew; Keith Hanson; Koch, Thomas K;
Carpenter,Kristi; Mathis, Stonewall D; Mellor, Colin; NCDOT Service Account -
Roadway Design; Staley, Mark K; Staples, Shane; Wilson, Travis W.; Twisdale, John W;
Wilkins, Ronald B; Ayscue, Phillip W; Harmon, Beth; Dilday, Jason L; Qubain, Joseph
Subject: Permit Application for B-4814, Sampson County
Follow Up Flag:
Flag Status:
Follow up
Completed
The permit application for B-4814 has been prepared. The electronic copy can be viewed/downloaded at
https://connect.ncdot.�ov/resources/Environmental/
This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water
Resources.
Chris Rivenbark
Project Development & Environmental Analysis
Natural Environment Section
North Carolina Department of Transportation
919-707-6152 office
crivenbark(cancdot.qov
1598 Mail Service Center
Raleigh, NC 27699-1598
1020 Birch Ridge Drive
Raleigh, NC 27610
� i +i �!M � �
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

iransparta[ion
May 16, 2016
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
ATTN: Mr. Brad Shaver
NCDOT Coordinator
PAT McCRQ�RY
Governar
NICHCILAS J. T�NTJYS�N
Secretary
Subject: Application for Section 404 Nationwide Permit 23 and Section 401 Water
Quality Certification for the proposed replacement of Bridges Nos. 102, 103
and 104 over Little Coharie Creek on SR 1233 (Auhyville Road) in Sampson
County, North Carolina; TIP No. B-4814; Federal Aid Project No. BRZ-1233(6);
Debit $270 from WBS No. 38584.2.1
Dear Sir,
The North Carolina Department of Transportation (NCDOT) proposes to replace the existing 36-
foot bridge no. 102, 53-foot bridge no. 103 and 53-foot bridge no. 104. The replacement for bridge
no. 102 will be 70 feet long, the replacement for bridges nos. ] 03 and 104 will be 80 feet long each.
The roadway grade of the new structures will be approximately the same as the existing structures.
Traffic will be maintained on an offsite detour. Permanent impacts to riparian wetlands total
0.42 acre, due to permanent fill, excavation and mechanized clearing in wetlands. There will
also be <0.01 acre of permanent surface water impact due to the roadway embankment and
rip rap embankment.
Please see enclosed copies of the Pre-Construction Notification (PCN), Preliminary 7urisdictional
Determination, North Carolina Division of Mitigation Services acceptance letter, stormwater
management plan, permit drawings, and design plans for the above referenced project. The
Programmatic Categorical Exclusion (PCE) was completed in June 2015 and distributed shortly
after. Additional copies are available at the NCDOT website:
https://connect.ncdot.gov/resources/Environmental�.
This project calls for a letting date of December 20, 2016 and a review date of November 1, 2016.
The project schedule may be advanced if funding becomes available.
Regulatory Approvals
Section 404 Permit: We anticipate ihat the bridge replacement, including all approach work will be
authorized under Section 404 Nationwide Permit (NWP) No. 23.
Section 401 Permit: We anticipate 401 Water Quality Certification number 3891 will apply to
�"`�''Nathing Compares�,_.� .
State of North Carolina I Department of Transportation I PDEA-Nahiral Environmcnt Section
1020 Birch Ridge Drive, 27610 � 1598 Mail Service Cenfer I Ralaigh, NorCh Carolina 27699-1598
919-707-6000 T 919-212-5785 F

tris prcijeicl. NCDO�I is �ieque9tinig writilen concu�menice from tNa NurtN Ca�ialinai I�ei�lartment af
Envirarimenital Qualiily, Divisiari cif V�Ilaile�i l�lesatjices.
A cap}� af 1 his plermit �i�lplic�Rian anid i1s c is4 �iiH Ltioni lis4 will � e plcistec �rt tN e NC I�O�I wiaN site ail
hitp9�:%!iconni�°o�.t.ric�rlal.�a�;r�sciurcesl�:rvironurienla�li. SNauld you lia�ue �iniy queslianis �iega��idinig
this irifo�irriationi, pllease conitEicl ]ascmi Llilca� at (5119) 7CI�i-E 1:1 l o�[e-mail]
Sinicered}{,
1 ��—
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Philip S. H rris lll, P.E., C.A.M.
N�rtu jial En u ircinimeirit Seic1 iari E ead
cc: r CDCl11 Pe�imil A plplicailiarn 91�inidEird Dislri�ulian List

oF WqTF9 Office Use Only:
i i oK' Qc Corps action ID no.
� , � , � p � DWQ project no.
Form Version 1.3 Dec 10 2Q08
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 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 No. 102, 103 and 104 on SR 1233 over Little Coharie Creek
2b. County: Sampson
2c. Nearest municipality / town: Salemburg
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g�g14
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: 35.0158 Longitude: -78.5394
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 2.64 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 land use is mostly forested with a some residential properties and agricultural fields.
3b. List the total estimated acreage of all existing wetlands on the property:
3.5
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
750 feet perennial; 450 intermittent
3d. Explain the purpose of the proposed project:
To replace structurally deficient bridges.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing the 36-foot bridge 102, 53-foot bridge 103 and 53-foot bridge 104 with a 70-foot, 80-foot
and 80-foot bridges, respectively. The bridges will be replaced on the existing alignment with an off-site detour. 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 fo�r this property / � Yes ❑ No ❑ Unknown
project (including all prior phases) in the past.
Comments:
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: NCDOT
Name (if known): Chris Manley Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
April 11, 2012
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 Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Tem orar T
Fill/Mechaniz- � Yes � Corps
Site 1� P❑ T ed Clearing Riparian � No ❑ DWQ 0.02
Fill/Mechaniz- � Yes � Corps
Site 2� P❑ T ed Clearing Riparian � No � pWQ 0.17
Fill/Mechaniz- � Yes � Corps
Site 3� P❑ T ed Clearing Riparian � No ❑ DWQ 0.16
Fill/Mechaniz- � Yes � Corps
Site 4� P❑ T ed Clearing Riparian � No ❑ DWQ 0.06
Site � P❑ T Excavation Riparian � Yes � Corps 0.01
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0.42 Permanent
0 Temporary
2h. Comments: See Wetland Permit Impact Summary sheet for details.
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, 10 width
Temporary (T) (INT)? DWQ - non-404, (feet)
other)
Site 2� P❑ T Toe Protection Little Coharie � PER � Corps 40 <0.01 ac
Creek ❑ INT ❑ DWQ
Site 2❑ P� T Toe Protection Little Coharie � PER � Corps 40 <0.01 ac
Creek ❑ INT ❑ DWQ
Site 4� P❑ T Ditch Tie-in Little Coharie � PER � Corps 40 <0.01 ac
Creek ❑ INT ❑ DWQ
Site 4❑ P� T Ditch Tie-in Little Coharie � PER � Corps 40 <0.01 ac
Creek ❑ INT ❑ DWQ
Site 5❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts �0.01 ac P
<0.01 ac T
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
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts 0 Permanent
0 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 Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
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
im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other: Jordan
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?
61 ❑P❑T ❑Yes
❑ No
61 ❑P❑T ❑Yes
❑ No
B3 ❑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.
The proposed bridges will be longer than the existing bridges; the replacement bridges will be a single spans, so no bents
in the water; the proposed bridges will be at approximately the same grade and alignment as the existing structures; the
new bridges will have no deck drains or direct discharge to Little Coharie Creek. An off-site detour will be used during
construction. See Stormwater Management Plan for more measures.
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 implemented; Best Management
Practices for the Protection of SurFace Waters will be employed.
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: 0.42 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 no, explain why.
� Yes ❑ No
Comments: See attached permit drawings.
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 government's jurisdiction is this project? N/A
❑ 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
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
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 2B .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

5. Endangered Species and Eiesigna%d Critieal Hat�itat (Corps Requirement)
5a. WiH this project occur in or near an area with federally pratected species or � Yes ❑ Na
habitat?
5b. Have you checked with #he U5FW5 concerning Endangered Speci�s Act ❑ No
impacts? � Yas
�j Raleigh
5c. If yes, indicate the USFWS Field OfiCee you have contacted.
❑ Asheville
5d. What data sources did yvu use ta defermine whether your sife would impact Endangered Species ar Designated Critical
Habitat?
N.C. fVatural H�ritage Heri#age Program database; USFWS-Raleigh Field a�c� website; biological surveys far protected
species listed far Sampson Caunty, which includes american alligatar, red-cockaded woo�pecker, wood stork and
parrdberry. The spec�es received a Biological Conclusions of "No EffecY'. No habita# was pressnt for the iisted species.
6. Essentia! Fish Habi#at tCarps Requirsementj
6a. Will this prnject accur in or near an area designated as essentia! fish habitat? ❑ Yes � Na
Bd. What data sources did yau use to determine whe#her your site would impact Essential Fish Habitat?
NMFS County Index
T. Historic or Prehistoric Cultearal Resources (Garps Requirementj
?a. WiCI this project occur in or near an area that the state, federal or tribal
governments ha�ve designated as ha�ing historic or cultural preservation [] Yes � ht�
status (e.g., Natianal Historic Trust designation or praperties significant in
Narth Caralina history and archaeology}?
7b. V11hat data sources did yau use to determine whether yaur site would impad histnric or archeological resourc�es?
NEPA Documen#atian
8. Flood Zone Designation �Corps Requiremen#j
8a. Will this project occur in a FEMA-designated 104-year #ioadplain? � Yes ❑ No
8b, If yes, exp#ain how project meets FEMA requirernents: NCD[]T Nydraulics lJnit coardination with FEMA
8c. What source(s} did you use to make the floodplain determinatian? FEMA Maps
Philip S. Harris III P.E., C.F.M. ��� 5�1�(e �(�,
A licantlA ent's Printed Narne , []�te
�� � A IicantlAgents Signature
(Agent's signature is valid anly if an authvriz�ipn letter irom the applicant
Es ro�idQd.
�

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U,5. ARMV C�RPS QF E�1GiNEE�S
WILMING`I'[7N DISTRICT AP{� � � ��f�
�.ctior� [c�. 2a11 2376 Catiinty: 5ampsnn U.S.G.S. �iad: S i,l V
J ,ri t�i��FI�d�AlJ
N(}TIFIC'ATIUN (,lT JiJ12I�DICTI�DNAL 1)ETFItiVII�IATI, _� `���'l��N���'�D�(;�.�i�,i�,"�,��,��,�?
Ap�licant: NC�I7�T � Na#ural Enairnnme��t SecFiQn
A�lcit•css: att�t: Cf��•is IV1anYv
1798 Pvlail Scrvtee (:�ieter
Rafei�E�, NC 27G99-1598
Pi�c��erry descriptio�i:
Si2e (aci-es) Ii��caR-, annrnxiniate �.� milc Nearest Town Salemhur�
Nearest Waterway Littic Cofiarrie_Creek �iver Basin Ca�e FeaE•
1J5G5 HllC Q303(1D(1G Caorcli��ates N 3�1,9926�#1 W 78.5218�t�
Lr�catian �esc�'iptior� The site 13_�f314 is locateti alon SR 1Z33 'ust east nf the interseetivn �►��itla SR IU�2 �vest af
Salemb��r� crvssing Gittle Coliarrie Crecic, Sam;pson Coui�ty.
I�►�iicate i�Vfiich of" the �+'o�lo�vir►� An,�ly;
A. �'relimin�ry Dete�-rninatic�n
X Base�l on prelimina�-y in1`ar�n�tior�, there may l�e �vetlancis nn dle aho�e clescribed pi-opezty. We stran�ly sug�cst you have
this p�'operty inspect�ci to deterii�ine tl�e extent of Department c�f tl�e Arrny (DA) ju�'isdiekic�n. To be ctansi�iered final, a
jurisciictional cl�termination must be ve1-iF�eci by the Cnrps. Tt�is preliininary cletero��in�ttiar7 is not an appealable action
under tlle Re�ulat��ry Progr�m Adn�ii7ista•aiive A�peal �'rocess ( Refei-eneL 33 CFR Parl 331).
B. A�pravea� []�etermination
There are Navigable Waters ofthe United StZtes 4vit}iin tl�e abov� describe� p���perty su�ject to the per�nit requirements of
Section 1�] Of t�1Q RBV�1'5 Eitl(� I-�8!'IJafS ACi 1f3Cj S��[iOfi �IO� OI C�le C�Z1�7 WiIICI' ACT. Lli�le55 f�l�l'C 1S Z CI73Ilbe ltl t�lf: �c�1V Ol'
aur publishcd regulations, t11is deterinirlatit�i� m�y be relie:d upon far a peri�d nat to erceed fi�e yea��s from t'�e tlate af this
notificati�n.
'ihere a1•e 4vetlancis on khe aE�ove dese��ihcd properky s�dbject to tlie permit rec�uire�r�ents oF Section 40� uf the Clean �Jaker
� Act (CWA}(33 USC ,y5 I�4�}}. Unless tl�ere is a cf�an�e in t��e law n�° our published re��ilstions, this detet�minatio�i inay be
relieci upor, for a pe�'iod nat to eKcee[� tivc years frnn� the ciate of khis notitication.
W� stror��ly sug�est yau liawe tlie wetlaf�cls ori ye�tir praperty tjc�ine�teci. D«e to the si�e af }�our �ropert}� andlar our
present wc�rkload, tl3c: Cni'ps may 110E �l� c�fl�Z t0 8CC91t1�7115h TI115 4'V�CIc�I1CI C��IIIleBil�T1 !Tl 'cl tldlie�_y Ill"c3I1R21`, F[)1' a II7QT�E il9ll��}�
delineatian, yau may ��'isli to obtain a c�nsultant. 'To Ue �onsiderec� iinal, any tlelii}eatit�n m��si be weritied by the Corps.
_"C'lie �wetlz��ci a�i yotu� pr4}�erry 9�a�re b4ei� cleline�ited and the delineation has beei� veri€"ieci L�y the Corps. We strangly
su��est you 17ave this delineatioi� :s�n'veyeci. Up�n �omple[ion, this surwey shc�ul�i be reviewec� and ver�fie�i by tl�e Carps.
Qn�e verifieci, tl}is survey will provic�c �n accur�tte depiction c�Fall areas sub�ect tc� CWA jurisdictin�a ��7 yot�r property
lvhich, provided there is no clian�e in kl�e la�v or c�ur pu�lishecl rc�ulati�ns, may E�e relieci u�on for a period not to exceed
r�ve y�eac•s.
T}ie �retlar�ds }�ave bees� delineated anci surveyed and �i'e accln'ateiy depicte� on the plat sigi�ed by the Coi-�s
Re�ulata�-y C��ficial icle€7titi�[i belo�a� oti . Unl�ess tlYer� is a ciian�e in the 1�4v or o�iz� pu}�lished regulatioE�s, this
cieterminakic�n may be relied �ip�n for a pee-ic�ti not to excEed five yeaz-s ii'orn the date of ti�is notification.
�'here are ��c� waters af tl�c, U.S., to ir�clG�dt ��etlar�ds, present nn tlie above describecl �roper[y tivhic�� are suk�ject to tt�e
pern�it r�q�iirei��ents of SEct�on 4D�1 a#�tlle Cle�n Water Act (33 LDSC � 3�}�l}. Uilless there rs a chaz3ge in the Ia4v or our
�uUlish�d re�ulations, tl�is determin�ation may be relied upon far a peri�ad not to esceed fi�e yeac-s troir� the d�te nf this
noti�ca#ion.

_ The pruperty is located in one of the 24 Goasta! Counties subject to regulation �znder the Coastal Area Managemer�t Act
{CAMA}. Yau shou[d contact t3�e Di�isican af Coastal Managernent in Washington, NC, at (252) 94b-6481 tQ determine
their requiremet�ts.
Placement of dredged or fill �naterial within waters of the US andlor wetlands wiihout a Department af the Army permit may
cansiitute a viotatioi� of Section 30 i of the Clean Water A�t {33 U5C § 1311 }. If yau have any yuestions regarding this
determinatian andlor the Carps regulatory program, please contact at
C. Basis Fvr Deterrnination
The features reviewed durin� this nreiiminarv determination exhihited bnth an ordinarv hi2h water rnartc and had
characteriskics of wetlands as described in the 1987 Corus Detineation Manual.
D. Remarks
This determination is base�! on a reliminar 'urisdictianal determinaiion aeka e submit#ed on bet�alf of the
DeRartment aiTransnortation from Michael Baker Engineerin� Ine. recei�ed March 1G, 2412. The iurisdiciional areas
are dis la ed on attached ma ..
Corps Regulatary 4fficial: ���
Date 411 112 0 1 2
The Wilmingtan District is cornmitted ta pro�iding the highest level af support to the public. To he[p us ensure we continue to
do sa, please complete the Customer Satisfaction Survey lacated at our website at 17ttp;lh-e�ulatory.usacesurvey.com/ ta
camplete the survey online.
Gc: Michael Baker Engineering Inc., attr�: Richard Darling 8QD0 Regency Pkrvy., Suite 6QD Cary, NC 275l8
TVCDENR, DWQ aitn: Masan Herndon {electrarric copy}
NCDQT, �iVision 3 QEC7, Stonewatl Mathis �electronic copy)

PRELIMfNARY JURISDICT1l7NAL DETERMINATI�C3N F�RM
BACKGR�UND INFQRMATION
A. REPOR7 COMPLETlON DATE FOR PRELIMINARY JURISDfCTfONAL
DETERMII'�IATIC}N (JDj: I�t.fZo�y
B, NAME AND ADORESS C}F PER50N REQUESTING PREL.IMINARY JQ:
Chris Manle EnViranmental Pr� ram Consul#ant
NCDOT Natural Environmen# Sectian i598 Mail 5ervice Center. Ralei�hr NC 27699-1598
C. OISTRICT DFFIC , FII.E NAME, ANQ NUIVIBER: �r�-mr'�brrr.r ��F�a o,Ff+�'�,
3�1`L��� ?�« �3}�
D. PROJEGT LOCATIDIV[Sj ANQ BACKGROUND IIVF4RMATI4N: �,TIP �-48141
(USE THE ATTACHED TABLE T4 D�CUMENT MU�TIPLE WATERBODIES RT
DiFFERENT SITESj
St�te: NC CDuntylparishlk�or�ugh: sam�son City: Salembur
Cent�r covrdinates af site (iatllong in degr�e decima! farmat):
Lat. 35.015657 N, Long. 78.538223 W.
Universal Transverse Mercafar:
hJame of nearest waterbody: �ittle coharie ereek
Idenfify {estimatej amount of waters in the review area:
Nvn-wetland wat�rs: sa�z linear feet, 4o wid#h (ft), andlar o.s� aeres.
Cnwardir� Class: Riverine
5tfe�m �'low: Perennial
1Net4ands: �.ae acres.
CaW�ft�lfl C��SS: Farested
Name of any water badies on the site that have been identified as
Sec#ian � � waters:
Tidal:
Non�Tidal:
E. REVtEW PERF�RMED FQR SITE �VALUATIL]N {CMEGK ALL THAT APPLY�:
j� Office (Desk} Determination. Date: '� �rl/z° "�`
❑ Field Determinatian. Date�s):
1

I �
, � �' w ��
� �1• � � '� � � w �•
� � � � �!
1. The Corps of Engineers believes that there may be jurisdictional waters of the United
States an the subject site, and the permit applicant or other afFected party who
requ�sted this preliminary JD is hereby advised of his or her option to request and
obtain an approved jurisdictional determination (JDj far that site. N�verthe�ess, the
permit applicant ar ather person wha requested this preliminary J❑ has declined to
exercise the option to of�tain an approved JD in this instance and at this tim�.
2. !n any circumstance where a permit applicant abtains an individual permit, or a
Naiianwide General Permit (NWP) or other g�n�ral permit verifcation requiring "pre-
construction notification" (PCN), or requests verification for a non-reporting NUVP or
other general permit, and the permit applicant has nat request�d an approv�d JD for the
activity, tf�e permit applicant is hereby made aware of the following: {1} the permit
applicant has elected ta seek a permit autharization based on a preliminary JD, which
daes not make an official determinatiQn af jurisdictional waters; {Zj thaf the applicant
has the optian to request an appraved JD before accepting the terms and c�nditions flf
the permit authorization, and that basing a permit authorizaifan on an appraved JD
could ptissibly result in less compensatary mifigation being required or different special
conditivns; (3) that the applicant has the right to request an individual permit rather than
accepting the terms and condi#ions fl# the NWP or other general permit authorization;
�4} #hat the applicant can accept a permit authorization and thereby agree fa camply
with al! the terms and canditians of that permit, including whatever mitigation
requirements #he Corps has determined to be necessary; (5} that undertaking any
activity in reiiance upon the su�ject permit authorization without requesting an approved
JD constitutes the applicant's acceptance of the use of #he preliminary JD, bu# that
either farm of JD will be processed as saan as is practicabie; (fi} accepting a permit
autharization (e.g,, signing a proffered individual permit) ar undertaking any activity in
reliance an any form of Corps permit authoriza#ion based on a preliminary JD
c4nstitu#es agreement that all wetlands and other water bodies an fhe site affected in
any way by that activity are jurisdictional waters of the United States, and precludes any
chall�nge ta such jurisdictivn in any administrative ar judicial campliance or
enforcement action, or in any administrative appeal or in any Federal court; and (7}
whether the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soan as is practicable. Further, an appro�ed J�, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can bs administratively appealed pursuan# t� 33 C.F.R. Part 331, and that in any
administrative appeal, jurisdictianal issues can be raised (see 33 C.F.R. 331.5(a}��}�. (f,
during tha# admirtistrative appeal, it becomes necessary to make an official
determination whether CWA jurisdiction exists over a site, ar ta provide an ofFcial
delineatian vf jurisdictiana! waters on the sit�, the Carps will provide an approved JD ta
accomplish that result, as saon as is practicable, This preliminary JD finds fhat there
"may be"waters of the United States on the subject projecf site, and identifies all
aquatic features or� fh� site that could be aifected by the praposed act��ity, based an the
fallvwing infarmation:
2

SIJPPpRTiNG DATA.
Data reviewed for prelirr�inary JD �cNeck all that apply - c�ecked items should be
included in case file and, where checked and r�quested, appro�riately refer�nce
sau rces belvwy:
� Maps, plans, plots or plat submitted by or on behalf vf th� applicanticonsultant:
� Data sheets preparedlsubmitted by or on behalf of the applican�lconsultant.
❑ OfFi�e concurs with data sheetsldelineatian repart.
❑ Opffice daes not �oncur with data sheetslctelineation report.
❑ Data sheets prepared by #h� Gorps:
❑ Carps navigable waters' study:
❑ U.S. Gealogical Suruey Hydralogic Atk�s:
� 115G5 NHD data.
❑ USGS 8 and 92 digit HUC maps.
� U.S. Geologicai 5urv�y map{s�� Cite scale & quad name: �.5' Safemhur�. N�.
� USDA Na#ural Resources Conservation Service Soil Survey. Citatian: samusan co.
� Natianaf wetlands inventvry map�s}. Gite name: salem�ur�.
❑ S#atelLacal wetfand inventary rnap(s}:
� FEMAIFIRM maps:
� 1��-year Fl�adplain Elevatian is: (National Gendetic Vertical Datum �f
1929)
� P�atographs:
ar
� Aerial (Name & Date);
❑ �ther �Name & Date�:
❑ Previous de#ermination(s}. File no. and date of response le#er;
❑ �ther information (please specify):
IMPaRTANT NQTE: The infvrmation recorded on this farm has noi necessarilv
taeen �erlfied bv the Cor s and should not be relied u�on f€�r tater iurisdictional
determinativns.
�ll +t��r��
Signature and da#e af
Regulatvry Project Mar�ager
�REQUfRED}
3
�rsar� requesting preliminary JD
(REQUIR�D, unless obtaining
#he signature is impracticable)
2G- 1 �

MULTIPLE 1NATERB�DIES
�Cjl��tlC
Cvwardin Resource in Class of Aquatic
Site Latitude Lon itude Class Review Area Reso�rc�
Little
C�hari� 35.015637 785�8174 Riverine 199 �inear feet
Creek
SS 35.015755 7$,539332 �iiverine 198 linear fee# �°�-��ction lfl - nran-wetland
SC 35.(}15369 78.5�8174 Riverine 224 linear feet
SD 35.01��87 78,541242 River�ne 45�. linear fePt
� Wetland �5.Q15655 7$.53991{l Forested 3,49 acres Nnn-Section �,0 - wetland
WA

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►t'.ti laa�udc �,on�itu<Ic �r�'A t.;�titudc I.on�ec�,��c 4ol�arie ���c�rr�cNe1]' cicf��rf,s d1tE� ianztnciarl+r�f�lhe from an actual Class C(ar betterj LIS/GIS sur�ey made under my
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E'nv�ronmental
Quality
PAT MCCRORY
covarar��>
DONALD R. VAN DER VAART
s:�r��r��y
Apri16, 2016
Mr. Philip S. Harris, III, P.E., PLS
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-4814, Replace Bridges 102, 103 and 104 on Autryville Road over Little Coharie Creek,
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
Apri14, 2016, 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
03030006
SICP Cold
Impacts „
Stream
Cool
Wetlands
Warm Riparian Non-
n ___
0.42 I 0
Buffer (Sq. Ft.)
Coastal Zone 1 Zone 2
Marsh
0 0 c1
*Some of the stream and/ar wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit
application for details.
Some of the impacts and associated mitigation needs were under projected by the NCDOT in the 2016
impact data. DMS will commit to implement sufficient compensatory riparian wetland mitigation credits to offset
the impacts associated with tlus 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 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,
James . anfill
Credit Management Supervisor
cc: Mr. Brad Shaver, USACE - Wilmington Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: B-4814
� � �i�a�r���i i`c i� ���T��:.��z! ����,,�..
StaLe of North Cawlina � Environmental Quality
1601 MailServiceCen.er I Raleiyh,NoithC,�ralin�z7b991i�1
919-747-86p0

k li�;l ri� �tti' North Carolina Department of Transportation
`7� L I 71't 1 ilv�idtf'f �I
. .. Highway Stormwater Program ��-'
STORMWATER MANAGEMENT PLAN - -
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 38584.1.2 TIP No.: B-4814 County(ies): Sampson Page 1 of 2
General Project Information
WBS Element: 38584.1.2 TIP Number: B-4814 Project Type: Bridge Replacement Date: 1/20/2016
NCDOT Contact: Linda Johns Contractor I Designer:
Address: North Carolina Department of Transportation Address:
1590 Mail Service Center
Ralei h, NC 27699-1590
Phone: [phone] Phone:
Email: Im ohns ncdot. ov Email:
Cit ITown: unincor orated areas of Sam son Count Count ies): Sam son
River Basin s: Ca e Fear CAMA Count ? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.218 miles Surrounding Land Use: predominantly forested and marshlands
Proposed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 0.7 ac. 0.6 ac.
Typical Cross Section Description: two eleven-foot lanes with six-foot shoulder (two-foot paved and four-foot vegetated) two ten- to eleven-foot lanes with varying shoulder widths
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 2,740 Year: 2036 Existin : 1,960 Year: 2016
General Project Narrative: This project proposes to replace bridges 102, 103, and 104 over Little Coharie Creek and its overflows and to construct associated roadway grade improvements along SR
(Description of Minimization of Water 1233, Autryville Road, in Sampson County. The existing structures are of timber and of various spans: 1@17'-9", 1@17'-10" (bridge 102), 1@17'-9", 1@17'-2", 1@17'-8" (bridge
Quality Impacts) 103), and 1@17'-10", 1@17'-1", 1@17'-9" (bridge 104). The proposed replacement structures are of single-span design: a 1@70'-0" cored slab (bridge 102) and a 1@80'-0"
box beam (bridges 103 and 104) at their respective existing locations.
The existing bridges discharged runoff directly into the creek(s) via deck drains; however, spread calculations indicate deck drains will not be required for the proposed bridges.
Instead, runoff will collect via shoulder berm gutters into a storm drain system and discharge onto rip rap pads to dissipate energy before entering the surrounding wetlands. In
addition, the proposed design does not require interior bents and reduces surface water impacts by removing all existing bents in the channels. Roadway improvements are
designed to minimize water quality impacts by promoting sheet flow and infiltration along grassed shoulders, and the proposed guardrail decreases the embankment footprint.
In addition, mechanized clearing within the surrounding wetlands are typically kept within five feet of the toe of the proposed roadway embankment and within ten feet of
excavation limits at the bridge sites to minimize wetland impacts.
Surface water impacts occur within a small backwater pool of SC at the northwest quadrant of bridge 102 where toe protection is anticipated and at the outfall end of a base
ditch entering SA at the northeast quadrant of bridge 104. The cumulative total area of impacts equals less than 0.01 acres of permanent and less than 0.01 acres of temporary
surface water impacts. Existing channel impacts equals approximately 21 linear feet of permanent and 15 feet of temporary impacts.
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: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SA Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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)

� �j��lta ��,�• North Carolina Department of Transportation
:�l[»�tll'sv�t�r Highway Stormwater Program
.�' �
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 38584.1.2 TIP No.: B-4814 County ies : Sampson Page 2 of 2
Additional Waterbody Information
Surface Water Body (2): Little Coharie Creek Overflow 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: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SB Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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)
Surface Water Body (3): Little Coharie Creek Overflow NCDWR Stream Index No.: 18-68-1-17
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SC Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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)
Surface Water Body (4): UT to Little Coharie Creek NCDWR Stream Index No.: 18-68-1-17
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: SD Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (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)

�
�
�
Se� She�f� 9A For Index of Sheets
See �heet lB 'ror Cr„ivenllonol Syn�hols
����� �� ����� ��������
�� �Y ����� �Il" !1111��1LJ�l V'V' ���
SAMPS01� CO U1�lTY
ST.9TE E PROJECT REFENENCE NO.
���� B-4814
PROI. NO. I . w. PRoI. NO.
38584.1.2 BRZ-1233 (E
38584.2.1 I� BRZ-1233 �
s�
CBCRIPT�ON
PE
LOCATION: BRIDGES 1V0.102,103, A111D 104 OVER
LITTLE COHARIE CREEK 01V SR 1233 (A UTR YVILLE RD. ) P E RM I T D RAW I N G
SHEET 1 OF 15
TYPE OF WORK GRADI11lG, PAVI11lG, DRAI11lAGE, A1VD STRUCTURES
WETLAND AND SURFACE WATER IMPACTS
TO SR 1002
`— (DUNN RD)
SITE
t� �Tr n
t� �Tr n
t� �Tr i
0
N
Q
Z
t�'
�
0
Z
� ��
PERMIT �✓
THIS PROIECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHOULD BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
GRAPHIC SCALES DESIGN DATA
ADT 2016 = 1,960
50 25 0 50 loo ADT 2036 = 2,740
� � PLANS K = 12 %
D = 55 %
50 25 0 50 700 T- � %*
V = 60 MPH
PROFILE (HORIZONTAL) * (TTST 2%+DUALS 5%)
l0 5 0 to 2o FUNC CLASS =
MINOR COLLECTOR
PROFILE (VERTICAL) SUBREGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT B-4814 = 0.174 MI
LENGHT OF STRUCTURE PROJECT B-4814 = 0.044 MI
LENGHT OF TOTAL PROJECT B-4814 = 0.218 MI
Prepored ln the Office of:
DIVISI0111 OF HIGHWAYS
]000 Blrch Rddge Dr., Raleigh, NC 27610
2012 STANDARD SPECIFICAT/ONS
i —� I
HYDRAULICS E1VGIIVEER
P.E.
5lGNATURE:
RIGHT OF WAY DATE: GARY LOVERING, PE ROADWAY DESIGIV ENGINEER
DECEMBER 31, 2015 rxo�scr excruEex
LETTING DATE: SUSAN C. LANCASTER, PE
DECEMBER 20. 2016 PROJECT DESIGN ENG(NEER
SIGNATURE:
P.E.
�lEb�1LdA�[IN.��,� 1P1L.�N�
DO NOT USE FOR CONSTRUCTiON

N
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so
sv
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S ITE 2
BEGIN TIP PROJECT B-4814
+-L— STA. 11 + 50.00
GL II RIP L
� STRUC E PAY ITEM \ i
��
I
� S�
TOE OTEQION -
i. SE ETAIL A
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DETAIL A
TOE PROTEC710N
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F\o g�
Noturol 3�� ;�5�°Q
Growd �b—.{ F
I I d
d= 1 Ft.
6= 3 F. Geotextile
Type of Line�= CL I Ri�Rap
-L- STA. 13+85 TO STA. 14+00 LT.
-L- STA. 14+86 TO STA. 17+19 LT.
-L- STA. 14+86 TO STA.17+19 RT.
-L- STA. 18+23 TO STA. 19+20 LT.
-L- STA. 18+23 TO STA. 18+73 RT.
-L- STA.19+43 TO STA.20+52 LT.
�
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DETAIL B DETAIL C DETAIL D
STANDARD BASE DITCM SPECIAL L4TERAL BASE DITCH RIP RAP AT EMBANKMENT
� Nol �o Scole� ( Nol lo Scole� � No� �o Scole�
10'min.
NoNral urcl
roun \ roun NoNral � o< Fill D'itch
p 3'' Ground p 3'�\ �e� Slope G�ade 1.0'min. �g�
F
Min.D=1 Ft. � g I � Min.D=1 Ff.
B=l F. �—� B=2 F. GEOTE%TILE
-L- STA. 21+14 TO STA.21+57 LT., 5=4.22°k, DDE=B CY Type ofuner= � TONS,CL IRi�.Rop
-L- STA.21+57 TO STA.22+50 LT. Geo�e.tle-its
-L- STA. 21+14 LT.
� �
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TRU_CTURE PAY ITEM
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SEE DETA A E%CA TION STRUCTURE PAY ITEM
' 28 TON CL I RIP R4P STRUC RE PAY ITEM
i A1 SY OTEXTILE �`�
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, STRUCTURE PAY ITEM
S�
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�
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N
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CL II RIP RAP
STRUCTURE PAY ITEM
� �
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j TOE PRO CTION . ��c;�
"�i! SEE DETAIL
J 46 TONS CL IP RAP
67 SY GEOTEX E CAVATION
7 TRUCTURE PAY ITEM �
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� � �' SEE DETAIL � i �
y_ i� 52 TONS,�CLIR RAP END SBG i-'`
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PROJECT REFERENCE NO. SHEET NO.
B-4814 4
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�I81E1LdA�i[�N�lEB� 1P1L.s\N�
DO NOT USE FO CONSTRUCTION
PERMIT DRAWING
SHEET 2 OF 15
END TIP PROJECT B-4814
—L— STA. 23 + 00.00
/� ,'
/
/
e
y
/ '� RIP QAP AT � BANKMENT
SEE DETPJ
� � S NDARD BASE DITCH
�. � � / � E DETAIL e
\\ k � / .' `SEECDETAILTC��F REMIO E
/ // I
/ _ _ _ _� \
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�
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� yTOE PR T T N . .x �'-EX�AVATION '� "' � - � � Y- � STURC�URF�PA� ITEM
�, r � EE DETAIL A
'k $EE DETAYL STR(yICTI�ftE &AY �TEM I � �- � �3 TQNS�CL 1`RIP RAP ,� � x- �- � i � �
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E%CAVATION O LET PAD 15"
�S s ^ STRUCTURE P ITEM STSY OTEXTILERIP RAP
S � � ! \\
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TON CLA55 B RIP RAP {'
�PERMANENT SURFACE
WATER IMPACTS
�TEMPORARY SURFACE
WATER IMPACTS
50' 0' S0' i00' i50'
GRAPHIC SCAIE
� � � �
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� � STRUCTURE PAY
� \
\
EXCAVATIOT( �
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,
SBG
21-96 RT
FOR —L— PROFILE, SEE SHEET 5
� BRIDGE APPROACH SLAB
FOR STRUCTURE PLANS, SEE SHEET S-1
THROUGH S—XX

c=
` � _ � � _ / �\ � j /-�..
✓ !
�\ ! DETAIL A DETAIL B DETAIL C
1 ' � \ � SPECIAL L4TERAL BASE DITCH
/
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R/W SHEET NO.
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B-4814
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ROADWAY DESIGN
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BRIDGE PROFILES �
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_ 1@ 70' 24" CORED SLAB WITH 4' BENT CAPS _ 1@ 80' 33" BOX BEAM WITH 4' BENT CAPS 1@ 80' 33" BOX BEAM WITH 4' BENT CAPS
I CL =-L- STA 14+39.00 CL =-L- STA 17+71.00 CL =-L- STA 21+15.00
CL ELEV. = 110.06' CL ELEV. = 110.48' CL ELEV. = 110.58'
SKEW = 90 SKEW = 90 SKEW = 75
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�ESIGN DISCHARGE = 3,300 CFS DESIGN DISCHARGE = 3,300 CFS �ESIGN DISCHARGE = 3,300 CFS v
OESIGN FREQl1ENCY = 25 Y25 DESIGN FREQUENCY = 25 YRS DESIGN FREpUENCY = 25 VRS
�ESIGN HW ELEVATION = 106.7 FT DESIGN HW ELEVATION = 106.7 Ff �ESIGN HW ELEVATION = 106.7 FT
BASE DISGHARGE = 4,900 CFS BASE DISCHARGE = 4,900 CFS BASE �ISGHARGE = 4,900 CFS
BASE FREQUENCY = 100 YRS BASE FREQUENCY = 100 YRS BASE FREQUENCV = 100 VRS
BASE HW ELEVATION = 107.73 FT BASE HW ELEVATION = 107.73 Ff BASE HW ELEVATION = 107.73 FT ^r
E� fA � O OVERTOPPING DISCHARGE = 6,000 GFS OVERTOPPING DISCHARGE = 6,000 CFS OVERiOPPiNG DISCHARGE = 6,000 CFS �J O
°-i � I OVERTOPPING FREQUENCY = 200+ YRS OVERTOPPING FREQUENCV = 200+ YRS I OVERTOPPING fREQUENCY = 200- VRS
OVERTOPPING ELEVATION = 108.6 FT OVERTOPPING ELEVATION = 108.6 Ff OVERTOPPWG ELEVATION = 108.6 FT
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� t�3 A O DATE OF SURVEY = 7-20-2015 DATE OF SURVEV � 1-20-2075 DATE OF SURVEY = 1-20-2015 �O
a' [H �+ W.S. ELEVATION W.S. EtEVAT10N W.S. ELEVATION
�3 � - AT DATE OF SURVEY = 702.5 FT AT DATE OF SURVEY -��2.5 FT � AT DATE OF SURVEY = 102.5 FT
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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 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+60 to 12+60 RT roadway embankment < 0.01 0.01
2 -L- 12+97 to 14+04 RT roadway embankment 0.02 0.01
-L- 13+72 to 14+04 LT roadway embankment < 0.01 < 0.01 < 0.01 < 0.01
-L- 14+04 to 14+22 LT bridge 102 < 0.01 < 0.01
-L- 14+04 to 14+26 RT bridge 102 < 0.01 < 0.01 < 0.01
-L- 14+45 to 14+74 LT bridge 102 < 0.01 < 0.01 < 0.01
-L- 14+58 to 14+74 RT bridge 102 < 0.01 < 0.01 < 0.01
-L- 14+74 to 16+37 LT roadway embankment 0.03 0.02
-L- 14+74 to 16+37 RT roadway embankment 0.05 < 0.01 0.02
3 -L- 16+37 to 17+31 LT roadway embankment 0.02 0.01
-L- 16+37 to 17+31 RT roadway embankment 0.03 0.01
-L- 17+31 to 17+62 LT bridge 103 < 0.01 < 0.01
-L- 17+31 to 17+68 RT bridge 103 < 0.01 < 0.01 < 0.01
-L- 17+81 to 18+11 LT bridge 103 < 0.01 < 0.01
-L- 17+86 to 18+11 RT bridge 103 < 0.01 < 0.01
-L- 18+11 to 19+19 LT roadway embankment 0.01 0.01
-L- 18+11 to 18+99 RT roadway embankment < 0.01 0.01
-L- 19+06 to 19+27 RT 15-inch CMP < 0.01 < 0.01
4 -L- 19+47 to 20+65 LT roadway embankment 0.01 0.01
-L- 20+60 to 20+88 RT roadway embankment < 0.01
-L- 20+62 to 20+93 LT bridge 104 < 0.01
-L- 20+62 to 21+12 RT bridge 104 < 0.01
-L- 21+05 to 21+17 LT rip rap at embankment < 0.01 < 0.01
-L- 21+11 to 21+68 LT bridge 104 < 0.01 < 0.01
-L- 21+33 to 21+68 RT bridge 104 < 0.01
-L- 21+65 to 21+76 RT roadway embankment < 0.01
TOTALS*: 0.20 0.01 0.21 < 0.01 < 0.01
*Rounded totals are sum of actual impacts
NOTES:
The division between sites two and three occurs at the proposed crest: approximate station 16+37 -L-
2013 10 24

See Sheet � A For I ndex of Sheets
See Sheet � B For Conventi onal Symbols
����� ��J�\�� �� � ���J���I� � � ������� ��
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LOCA TI01�1: BRIDGES 1�0.102,103, A1�D 104 O VER
LITTLE COHARIE CREEI� 01�1 SR 1233 (A UTRYVILLE RD.)
TYPE OF WORI�: GRADI1�lG, PA T�I1�G, DRAI1�lAGE, A1�lD STR UCTURES
BEGIN TIP PROJECT 6-4814
-L- STA. 11 + �n nn
TO SR 1002 - -- �
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THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHOULD BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
BEGIN BRIDGE
-L- STA. 17 + 31.00
SR 1233 (AUTRYVILLE ROAD)
END BRIDGE
-L- STA. 14 + 74.00
���;� BRIDGE 103
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-L- STA. 20 + 75.00
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-L- STA. 21 + 55.00
]�][$IEIL��I[INA�R� ]�]LA�1�T�
II�(� IV�'Il° YT�]E ]��1[� ��N�°ll°ffb�J�'°JCI�N
GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH
Prepored in the Office of: HYDRAULICS E1VGII�EER
A�T zo�b =�,96o DIVISI01� OF HIGHWAYS
50 25 � 50 ��� ADT 2036 = 2,740 1000 Birch Ridge Dr., Raleigh, NC 27610 �� p� ��apyy Qqo
K= 12 % LENGTH OF ROADWAY PROJECT B-4814 = 0.174 MI 2012 STANDARD SPECIFICATIONS �Q �'oQ
PLANS � �
D= 55 % LENGHT OF STRUCTURE PROJECT B-4814 = 0.044 MI SIGNATURE: P.E. � �
50 25 0 50 l00 T— 7 ��o * RIGHT OF WAY DATE: GARY LOVERING, PE q �
V= 60 MPH LENGHT OF TOTAL PROJECT B-4814 = 0.218 MI DECEMBER 31 2015 ROADWAY DESIG11t E11tGI1VEER �,� �o
PROJECT ENGINEER
PROFILE (HORIZONTAL) * TTST 2%+ DUALS 5% � ����' oo°t��
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l0 5 0 l0 20 FUNC CLASS = LETTI11lG DATE: SUSAN C. LANCASTER, PE �� ��p���
MINOR COLLECTOR DECEMBER 20, ZO�6 I'ROJECT DESIGN ENGINEER
PROFILE (VERTICAL) SUBREGIONAL TIER P�E�
SIGNAT URE:

Note: 1 �lot to Scale
*S. U.E. = Subsurface Utility Engineering
BO U11lDARIES AND PROPERTY.•
State Line ------
County Line ----
Township Line ---
City Line --
Reservation Line - -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
0
EIP
�
a
ECM
123
x x—
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence '�
Existing Wetland Boundary - - - -W�B- - - -
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site �'
Potential Soil Contamination: Area or Site �
BUILDINGS A1�D OTHER CULTURE.•
WLB
EAB
EPB
:•
�
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �
Foundation 0
Area Outline
Cemetery t
Building
School �
Church -v
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
�----�
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BZ 1
BZ 2
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�' I' �� ' I' I ��' (� �� ° \ (�) I'� ' ' I I � �� I'� (� I , I :�' �\
II�' I�� I� I C�) .\\ C�)' I��' I� I I(1� I I �` .'�. �:�
� � � � � i �
RAILROADS.•
Standard Gauge
RR Signal Milepost
$W11'Cil
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Contro) 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
�-I-�—f�---i--t--t-�-
CSX TRANSPORTATION
0
MILEPOST 35
�
SWITCH
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Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement —
Existing Curb —
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.
W
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TDE
PDE
DUE
PUE
TUE
AUE
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Proposed Slope Stakes Cut --- C---
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
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*
Hedge
Woods Li ne � � � � � � �
Orchard
V i n eya 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
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
� � � �
Vineyard
CONC
J ��N� WW I
�
CONC HW
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� CB
Os
-s
•
•
O
/1
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P
- - - -P- - - -
Existing Telephone Pole -�-
Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth ❑�
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - -
Recorded U/G Fiber Optics Cable T F°
Designated U/G Fiber Optics Cable (S.U.E.*j- - - - -T Fo- - - �
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
Designated U/G Water Line (S.U.E.
Above Ground Water Line
O
0
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A/G Water
TV:
TV Satellite Dish C�
TV Pedestal �
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� Fo
Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- --
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
----�----
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout 0
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/G Sonitary Sewer
Recorded SS Forced Main Line FSS
Designated SS Forced Main Line (S.U.E.*) — - - - -F55- - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
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BEGIN APPROACH SLAB END APPROACH SLAB
8:1 P.S. TAPER -L- STA. 13 + 91.88 -L- STA. 14 + 86.12
GRAU 350 TYPE-III N TYPE-III
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-L- STA. 11 + 75 TO STA. 12 + 33 RT.
-L- STA. 13 + 22 TO STA. 14 + 00 RT.
-L- STA. 13 + 85 TO STA. 14 + 00 LT.
-L- STA. 14 + 86 TO STA. 17 + 19 LT.
-L- STA. 14 + 86 TO STA. 17 + 19 RT.
-L- STA. 18 + 23 TO STA. 19 + 20 LT.
-L- STA. 18 + 23 TO STA. 18 + 73 RT.
-L- STA. 19 + 43 TO STA. 2 0+ 52 LT.
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-L- STA. 21+14 TO STA. 21+57 LT., 5=4.22%, DDE=8 CY
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BEGIN BRIDGE END APPROACH SLAB
-L- STA. 17 + 31.00 -L- STA. 18 + 23.12
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PROJECT REFERENCE NO.
B-4814
R�W SHEET NO.
ROADWAY DESIGN
ENGINEER
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FOR -L- PROFILE, SEE SHEET 5
BRIDGE APPROACH SLAB
FOR STRUCTURE PLANS, SEE SHEET S-1
THROUGH S-XX