20170270 Ver 1_B-5327 Nationwide Person March 6, 2017_20170306

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 6, 2017
US Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Farest, NC 27587
Attention: Eric Alsmeyer
NCDOT Coordinator
JAMES H. TROGDON, III
SECRETARY
Subject: Application for Section 404 Nationwide 23 Section and 401 Water Quality
Certification for the replacement of Bridge No. 49 on SR 1300 (Concord Church
Road) over Hyco Lake in Person County. TIP No. B-5327. Debit $240 from WBS
46041.1.1.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Person County
Bridge No. 49 on SR 1300 (Concord Church Road) over Hyco Lake.
The purpose of this letter is to request approval for a Section 404 Nationwide Permit No. 23 and
Section 401 Water Quality Certification. In addition to this cover letter, this application package
includes the following for B-5327: stormwater management plan, permit drawings, and roadway
plans.
This project calls for a letting date of September 19, 2017 and a review date of August 1, 2017.
Impacts to Jurisdictional Resources
The project will have permanent surface water impacts of 0.08 acre and 0.03 acre of temporary
surface water impacts. There are no wetland impacts associated with the project. The temporary
surface water impacts are due to the need for barge access to facilitate removal of the existing bents
and construction of the new structure. It is thought that the bridge is too wide and the water too
deep for effective use of a temporary causeway
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 4D1: We are requestin� a Section 4{Di Water Quality Ceriification from NCl7WR. We are
providing this applicatiori ta NCDWR for their approval. Authnrizatiort to debit the $24D Permit
Appliaation Fee fram WBS Element 46(141.T. E is hereby given,
A capy of this permit application will be pasted on the NCDOT Website at
htt s:llconnect.ncdot. ot+IresourceslEnvironmentallPa esldefault.as x under Quick Links � Permit
,�.ppfications. �► Programmatic Cat�gorical Exclusion (PCE} was ec�mpleted for this pcaject in 3uly
2U15. A ccrpy 4f the PCE is �lso available at the abave website addres� under Quick Links �
En�+iranmental Dacurnents.
Thanic you for your assistance with this project. If yau have any questions or need additiQna�
infarmatic�n, piease confact Gordnn Cashin at or (9�g} 707-GI07.
Sincerely,
�qr Phiiip S. Harris iII, P,E., CPM, Manager
Natural En�ironinent Section
cc: I'�fCD�T Pennit Applicatian Statidard Distributican 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 No. 49 on SR 1300.
2b. County: Person
2c. Nearest municipality / town: Roxboro
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_5327
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: 36.443803 Longitude: -79.092628
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 5.7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Hyco Lake
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-V & B
2c. River basin: Roanoke
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 residential.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
To replace a deteriorated bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 5-span 200.5-foot bridge with a 210-foot, 3-span bridge 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: JD requested on 4/2/2012
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): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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
1 a. 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
Y❑es ❑ Corps
Site 1❑ P❑ T � � pWQ
No
❑
Site 2❑ P❑ T Yes ❑ Corps
❑ ❑ DWQ
No
Y❑es ❑ Corps
Site 3❑ P❑ T � � pWQ
No
Y❑es ❑ Corps
Site 4❑ P❑ T � � pWQ
No
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 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 1❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 2❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 3❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts
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 Hyco Lake Rock embankment and slope lake 0.08 perm.
protection
01 ❑ P� T Hyco Lake 25' Barge landing area lake 0.03 temp.
4f. Total open water impacts 0.08 Perm.
0.03 temp.
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 proposed rock plating in all four quadrants allowed 1.5:1
slopes to be incorporated, minimizing fill within the creek. The project also utilizes a temporary 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, explain: The project has minimal impacts on surface
waters onl .
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: See attached buffer 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 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 improvement and existing urban development, 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 oecur in or near an area with federally protected species or � Yes � iVo
hahitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ��,�� ❑ N�
�mpacts?
� Raleigh
5c. If yes, indicate the 11SFWS Field �f�ce you have cflntacted,
❑ Asheville
5d. What data saurces did you use to determine whether your sife wauld impact Endangered �pecies or Designated Criticaf
Habitat?
USFVIIS website, field surveys. AEi speeies have bialogicai conGusions of No �ffect.
B. Essentla{ Fish Habitat [Carps RequirementJ
6a. Will this project occur in or near an area designated as essential fsh hafi�ifat7 ❑ Yes � No
6b. What data saurces did yau use to �ietermine whether yaur site wauld impact Essential Fish Habitat?
NMFS County Index
7, Histaric or Prehlstoric Culturai Resources [Corps Requir�ement)
7a. Wiil this praject occur in or near an area tha# the sta#e, federal ar tribal
gor►emments have designated as har►ing his#oric or cultural preser�atian � Y�� � Na
sfatus (e.g., Natiflnal Histaric Trust designa#ion or properkies significant in
Narth Carolina history and arch�ec�lagy)?
7b. What data sources did you use to determine whether your site wauld impact historic or archeological resources?
NEPA Documentation
8. Flaad �ane Designation �Corps Requirement)
8a, Will #his praject accur in a FEMA-designated i 00-year flootiplain? � Yes ❑ No
8b. Pf yes, explain how project meets FEMA requirements: IVGD07 Hydraulics Uni# coardinati+on with FEMA
8c. Wha# sourr�(s} did yau use to make the tloodplain determina#ion? FEMA Maps
�r Philip S. Harris TTI, P.E. p� �(j� -Zot�
ApplicantlAgenYs Prin#ed Name �
Applicant]Agent's Signature i7ate
{Ageni's signature is valid only if an author�atian fetier from the applicant
is rawided.
11

� I��}�,�.�f���, North Carolina Department of Transportation �`��,
�ir��.��i�r��w'�t�r �
- , . .,,,,, Highway Stormwater Program I ��%
STORMWATER MANAGEMENT PLAN _
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 46041.1.1 TIP No.: B-5327 County(ies): Person Page 1 of 1
General Project Information
WBS Element: 46041.1.1 TIP Number: B-5327 Project Type: Bridge Replacement Date: 10/4/2016
NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: Trent Cormier, PE
Address: NCDOT Hydraulics Unit Address: �CA Engineering, Inc.
1590 Mail Services Unit 5121 Kingdom Way, Suite 100
Ralei h, NC 27560 Ralei h, NC 27607
Phone: [phone] Phone: [phone]
Email: mslauffer ncdot. ov Email: trenton.cormier hdrinc.com
City/Town: Roxboro Count ies : Person
River Basin(s): Roanoke CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Project Length lin. miles orfeet): 0.15 Surrounding Land Use: Recreation, Low Residential, Wooded
Proposed Pro'ect Existin Site
Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac.
Typical Cross Section Description: Concord Church Road (SR 1300): 2 paved lanes (total 20' wide), 4' shoulder on each Concord Church Road (SR 1300): 2 paved lanes (total 20' wide), open shoulder
side (7' with guardrail). section.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1260 Year: 2035 Existin : 650 Year: 2015
General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Person County Bridge #49 on Concord Church Road (SR 1300) over South Hyco Creek.
(Description of Minimization of Water The existing structure is a five span bridge (1@40'3", 3@40', 1@40'3") and is a reinforced concrete deck on I-Beams supported by reinforced concrete caps and precast
Quality Impacts) prestressed concrete piles. The proposed structure is a three span (3@70'), 24" precast concrete cored slab with 4' deep caps. 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 storm water which will be outlet on Class II rip-rap before
entering the stream. The proposed rock plating in all four quadrants allowed 1.5:1 slopes to be incorporated, minimizing fill within the creek. Arppoximately 325 cubic yards of fill
is required beneath the normal water surface elevation. At all four quadrants, there are no proposed roadside ditches with concentrated flows. Due to the nature of low impact
bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional
stormwater measures are not required.
Waterbod Information
Surface Water Bod 1): South H co Creek NCDWR Stream Index No.: 22-58- 0.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Su I V WS-V Class B
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E S ecies? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

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LOCATIDN: BRIDGE 49 OYER SOUTH HYCO CREEK
ON SR 13A0 (C011tCURD CHURCH RD)
TYPE pF WURK: GRADING, PAYING, DRAINAG� AND STRUCTURE
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rvores:
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUN�ARIES
CLEARING ON THIS PRO,IECT SHALL BE PERFORMED.
TO THE LIMITS ESTABLISHED BY METHOD III .
GRAPHIC SCALES DBSIGN DATA
3a z5 o sa 10o ADT 2017 = b5a
AQT 2037 = 1,260
PIANS K = 9 %
D = 60 %
3a z5 0 3a ioa T= 9 %'
PROFILE {Fi�RIZONTALj � V = 45 MPH
(TTST =3% + DUAL 696)
�a s o 10 2a FUNC CLASS = LOCAL
SUB REGIONAL TIER
PROFILE (V'ERTICAL)
PROJECT LENGTH
LENGTH ROADWAY T7P PROJBCT B-5327 =
LENGTH STRUCTURE TTP PROJECT �5327 =
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TEMPOR,4RY IMPACT IN 0 �
SURFACE WATER (POND) N I ,` �q`'; �`,'1`�' .� +�
r i � �i ,�� ,
, � � , t �,',, 4 �� '
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20 40
GRAPHIC SCALE: I'= 40' HORIZ.
EN]LAI$G]E�
I�ILAI�T V�]EW
SIT]� �
�/�
LEGEND
DENOTES IMPACTS IN
SURFACE WATER
(PONDj
DENOTES TEMPORARY IMPACTS
I N S U RFAC E WATE R(PO N D) �R �— PROFILE, SEE SHEEf 5

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 FROM -L- STA. 11+75 TO STA. 12+65 LT. & RT. ROCK EMBANKMENT & SLOPE PROTECTION 0.04
1 FROM -L- STA. 14+54 TO STA. 16+25 LT. & RT. ROCK EMBANKMENT & SLOPE PROTECTION 0.05
1 FROM -L- STA. 11+27 TO STA. 12+27 LT. 25' BARGE LANDING AREA 0.03
TOTALS*: 0.09 0.03 0 0 0
*Rounded totals are sum of actual impacts
NOTES: PER STRUCTURES, IMPACT DUE TO PROPOSED DRILLED PIERS EQUAL 58 SQ. FT.
2013 10 24

•
••
�
.
.
• ,�
�
See Sheet 9 A
See Sheet 9 B
See Sheet 9 C- i
For I ndex of Sheets
For Conventlonal Symbols
For Survey Control Sheet
4FF-SITE DETaUR
� ���
`�p,S
BEGl1� �'IP I'R�
� , 1 , . '� r 1 , I ". (/) I '' \ C/) 1•� , I ` I I ` . � I•� C�) I . I . ' .' 1
I!)1 �'1�1�!)\ C�)I�., 1-I 1{ 11-I ���.'� ���
L�CATl�111': BRIDGE 49 DVER SDUTH HYCQ CREEK
D11 � SR 130�0 ���Q11 tC�RD CHUR CH RD}
T YPE 4F WO'RK: GRADrl11 t�, PA T�I11�G, DRAI11 ��1 GE A1�D STR UCT URE
S'A'A"1'S 8'i'A.1'� PROJSC7' ��Ii6NC� NO. SHEET TOTAL
NO. SHEETS
���� B-5327 �
STATS PROT. N0. F. A. PROJ. NO. DHSCRIPTION
46041.1.1 BRZ-130013 P.E.
46041.2.1 R.O.W.
46041.2 .2 UTI L.
TO
ROXBOR4
ECT 8-5327
-L- POT �TA 1 d+ ��. �v -L- P�T �TA 17 + 87.54
NOTES:
THIS PROJECT IS NOT WITHIN ANY MUNI�IPAL B�UNDARIES
CLEARING ON THI5 PROJECT SHALL BE PERFORMED.
TO THE LIMITS ESTABLISHED BY NIETHOD III .
DOCUMENT NOT {CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
,�
0
�o
��
4�
�Z
GRAPHIC SCALES DESIGII � DATA PROJEGT LENGT'15T Prepared for the Hi'DRAULICS E11�GINEER
5121 Kingdom Way,
North Carollna Department ' � 5uite 100
ADT 2417 = b50 ot� rransportat�an � ��e�gh, N� 27607
5 o r� C O C a � oo �� �� 0���� O�: NC License No: F-0258
L..1 J �� ��ri��/�,
ADT 2037 = 1rZl5Q �� �' ���
P�N S K — 9 p�a — 20I2 STAND.4RD SPECIFICATIONS ��' ��
LE11tGTH RDADWAY TIP FROJECT B 5327 — O.109 MILES � �
Q= 60 % DENA C. SNEAD� PE S I G N A TT I R E: P� � �
s a � 5 0 5 0 � oo T= q ��o * J���TH STR UCTUi�E TIP PR D ECT 8-532T = 0.040 MILES �G15�T OF WAY DATE: PR�IgCT ENGINF.ER � �
f RQADWAY DESIG11t �� ��
V= 45 MPH SEPTEMBER 23, 2016 ALEXANDER D. SNIDER, PE E11tGINEER �� ��
PROFILE �HORIZONTAL� *��ST = 3% + DUAL 6%j TOTAL I.EE1'1tGTH TIP PROJECT B 5327 = 0.149 MILES PROJECT DESIGN ENGINEER �� �� �����
�0 5 0 �0 2o FUNC C L ASS = LOC AL L E T T I I I� G D A T E: p� A
SUB REGIONAL TIER SEPTEMBER 19, 2�17 T A T I A L. W H I T E, P E, P L S
PROFILE �1/ERTICAL� R0.4D�'AY DESIGN -
PROJECT DESIGN ENGINEER I'�
SIGNATURE:

BOUNDI4RIES 14ND P1eQPERTY.•
State Line
Cou nty Li ne --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existing Iron Pin �
Property Corner �
Property Monument 0
Parcel/Sequence Number i23
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 �ontamination Area: Water - '1' '�'
Potential Contamination Area: Water - � �
Contaminated Site: Known or Potential '►' �
BUILDINGS �1ND OTHER CULTURE.•
Gas Pump Vent or l� Tank Cap o
Sign �
Well °
Small Mine 'S�
Foundation 0
Area Outline
Cemetery fi
Building
School �
�hurch �
Dam
x���oLOGy
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �__ _�
Jurisdictional Stream ,S ... -
Buffer Zone 1 Bz �
BufFer Zone 2 �z z
Flow Arrow �--- ---
Disappearing Stream �--- ---
Spring o��--�_.- �
Wetland �
Proposed Lateral, Tail, Head Ditch
� F1AY
False Sump �
����� �� ����� ��������9 �������� �� ���V! � V'V` ���
Note: Not to Scale *S. U.E. = Suhsurface Utilaty Engineering
�Ir.�o�s:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
�cxT oF r��y
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 R1V1/ 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
0
MILEPOST 35
0
SWITCN
� � � �
�
0
�✓
Proposed Permanent Easement with
Iron Pin and Cap Marker
RD�IDS �4ND REL�4TEI1 FE�4TURES:
Existing Edge of Pavement —
Existing Curb —
�� Q
� ��✓
in� ��►
'=' �J
�c�
\ ,� /
E
E
TDE
PDE
DUE
PUE
TUE
AUE
0
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal
IIEGET�4TI011�•
Single Tree
Single Shrub
�
�
Hedge
Woods Line -- -- -- -- --
Orchard
Vi neyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MirvoR:
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
l�G Power Cable Hand Hole
H-Frame Pole
l�G Power Line LOS B�S.U.E.*)
l�G Power Line LOS C�S.U.E.*}
l�G Power Line LOS D�S.U.E.*}
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
l,l/� Telephone Cable Hand Hole
l,l/� Telephone Cable L4S B(S.U.E,*� -
U/� Telephone Cable L4S C�S.U.E,*) -
U/� Telephone Cable L4S D{S.U.E,*� -
U/� Telephone Conduit LOS B{S.U.E.*j
U/� Telephone Conduit LOS C(S.U.E.*j
U/� Telephone Conduit LOS D(S.U.E.*)
U/� Fiber Optics Cable LOS B�S.U.E.*}
U/� Fiber Optics Cable LOS C�S.U.E.*)
U/� Fiber Optics Cable LOS D�S.U.E.*)
� � � �
Vfneyard
CONC
J coNc ww r
`
coNc Hw
� CB
OO
-5�
•
•
O
►�
v
----P----
P
�
�
O
❑T
�
HH
----T----
--T--
T
- - - - T C - - - -
- -TC- -
TC
- - - - T F 0 - - - -
- - T F 0 - - -
T FO
PROJECT REFERENCE NO. SHEET NO.
B-5327 IB
WATE R:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U�G Water Li ne LOS B�S. U. E*J
U�G Water Line LOS C(S.U.E*j
U� Water Line LOS D(S.U.E*�
Above Ground Water Line
N:
N Pedestal
N Tower
LI�G TV Cable Hand Hole
LV�G TV Cable LOS B(S.U.E.*j
W�G TV Cable LOS C{S.U.E.*)
LI�G TV Cable LOS D�S.U.E.*)
LI�G Fiber Optic Cable LOS B(S.U.E.*�
LI�G Fiber Optic Cable LOS C(S.U.E.*)
LI�G Fiber Optic Cable LOS D�S.U.E.*)
GAS:
Gas Valve
Gas Meter
LV�G Gas Line LOS B�S.U.E.*)
LV�G Gas Line LOS C(S.U.E.'�)
LV�G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SAN ITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
LI�G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S,U.E.*j
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 �bject
Utility Traffic Signal Box
Utility Unknown IY�G Line L4S B(S.U.E.*)
W�G Tank; Water, Gas, �il
WG
Underground Storage Tank, Approx. Loc. —
A� Tank; Water, Gas, Oil
A
Geoenvironmental Boring
lJ/� Test Hole LOS A�S. U. E.*}
Abandoned According to Utility Records —
End of Information
w
w
A/G Water
- -TV- -
TV
----TVFO---
- -TV FO-
TV FO
♦
-
�■,
-G
A/G Gas
OO
O
5S
A/G Sanitary Sewer
----FSS----
- - FSS
FSS
•
0
0
❑s
zuT�
0
U5T
0
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m
AATU R
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