20160649 Ver 1_Application_20160629

Carpenter,Kristi
From:
Rivenbark, Chris
Sent: Wednesday, June 29, 2016 12:54 PM
To: Ridings, Rob
Cc: Eric Alsmeyer ([e-mail]); AI-Ghandour, Majed N; Chapman,
Amy; gary�[e-mail]; Hopkins, Joey; Koch, Thomas K; Carpenter,Kristi; Lauffer,
Matthew S; Mellor, Colin; Murray, Christopher A; NCDOT Service Account - Roadway
Design; Staley, Mark K; Wilson, Travis W.; Wilkins, Ronald B; Johns, Linda M; Dilday,
Jason L
Subject:
Follow Up Flag:
Flag Status:
Permit Application for I-5710 Wake County
Follow up
Completed
The permit application for I-5710 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 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(cDncdot.qov
1598 Mail Service Center
Raleigh, NC 27699-1598
1020 Birch Ridge Drive
Raleigh, NC 27610
� , � � �M �r �
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Transportation
June 29, 2016
North Carolina Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
ATTN: Mr. Rob Ridings
NCDOT Project Coordinator
PAT McCRORY
Gouernor
NICHOLAS J. TENNYSON
Seeretary
SUBJECT: Application for Section 401 Water Quality Certification and Neuse Riparian
Buffer Authorization for the proposed widening of the I-540 ramp at Falls of
Neuse Road, Wake County, Division 5. F.A. Project No. NHPP-0540(030), T.LP
Project Na I-5710; Debit $270 from WBS No. 50125.1.FS1
Dear Sir:
The North Carolina Department of Transpartation (NCDOT) proposes to widen ramps in four
locations along I-540 in Wake County. Of these sites, jurisdictional impacts will occur at only
the Falls of Neuse Road location. There will be <0.01 acre of temporary impact to an unnamed
tributary to Falls Lake due to the installation of a rip rap apron at the outfall of a 15-inch
stormwater pipe. Total impacts to the Neuse River Riparian buffers are 1,837 square feet.
Please see the enclosed copies of the Pre-Construction Notification (PCN), stormwater
management plan, perinit drawings, buffer impact drawings, and roadway design plans for the
subject project. A Programmatic Categorical Exclusion (PCE) was completed for this project in
Apri12016 and distributed shortly after completion. Additional copies are available upon request.
This project calls for a letting date of September 20, 2016 and a review date of August 2, 2016.
Regulatory Approvals
Section 404 Permit: We anticipate that due to the limited impact of the project, Nationwide
Permit 3 would be applicable. No written authorization is anticipated for the project.
Section 401 Permit: We anticipate a 401 Water Quality Certification number 3883 and Neuse
River Buffer Authorization will apply to this project. NCDOT is requesting written concurrence
from the North Carolina Department of Environmental Quality, Division of Water Resources.
�Nothing Compares�.�._.
State of North Carolina I Department of Transportation � PDEA-Natural F,nvironment Section
]020 Birch Ridge Drive, 27610 I 1598 Mail Service Center I Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F

A copy of this notice will be posted on the NCDOT website at:
http://connect.ncdot.�ovh•esources/Environmental/. If you have any questions or need additional
information, please contact Jason Dilday at either [phone] or1ldilda� ncdot�.
Sincerely,
.� .a.,
�r Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
cc: NCDOT Permit Application Standard Distribution List

�o4,�ATE�Q Office Use Only:
i i � p Corps action ID no.
i, i, � � ; DWQ project no.
a � Form Version 1.3 Dec 10 2008
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: 3 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.
1g. 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: Ramp metering on 1540 at Falls of the Neuse Road
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state I-5710
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): notapplicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.8999 Longitude: -78.6128
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 2.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Falls Lake
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-IV; NSW
2c. River basin: Neuse
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 predominately urban/residental.
3b. List the total estimated acreage of all existing wetlands on the property:
0.1
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
205
3d. Explain the purpose of the proposed project:
The widening of I-540 on ramps from single lane to double lane, at four locations to accommodate installation of ramp
metering and other ITS/signal equipment.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves lane widening of on-ramp to I-540 at four locations, in which jurisdictional impacts occur only at the
Falls of the Neuse Road ramp. Standard road building equipment, such as trucks, dozers, and cranes will be used. There
will be grading, paving, draingage improvements associated with the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
/ project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what
type of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
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 � Yes � No ❑ Unknown
for 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 your project (check all that apply):
❑ Wetlands � Streams - tributaries � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact 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)
Temporar T
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 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 1❑ P� T Rip Rap Outlet UT to Falls Lake � PER � Corps 3 25
❑ INT ❑ DWQ (<0.01 ac)
Site 2❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 3❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 4❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 5❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site 6❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
25 If
3h. Total stream and tributary impacts temporary
(<0.01 ac)
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 impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) (if applicable)
or Tempora 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
Flooded Filled Excavated 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
impacts below. If any impacts require mitigation, then you 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)
Temporar T required?
B1 � P❑ T Road Crossing UT to Falls Lake � NoS 245 1592
B1 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts 245 1592
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.
Riprap aprons will be used at the end of stormwater pipes to reduce flows before entering streams. A retaining wall will be
installed to minimize slopes in the area of jurisdictional streams and riparian buffers. See Stormwater Management Plan
for measures.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices for the Protection of Surface Waters will be employed; Design Standards in Sensitive
Watersheds 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, explain
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 no, explain why.
� Yes ❑ No
Comments: See attached permit drawings.
2. Stormwater Management 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 Program Review
❑ Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State � Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) � Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 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, 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 5pecies and Designat�d Critacaf Habita# [Gorps Requirement)
5a. Wiil this pr�jecf occur in or near an a�ea wit� federally pr�tectec! species or �,��� ���
habitak7
5b. Have you checked with fhe IJSFWS corrc�rning End�ngered 5peckes Act ��yes ❑ No
Fmpacts?
� Raleigh
5c. If yes, indi�ate th�e USFWS Fie#d �ffice yQu hav� contacted.
� Asheville
5+�. Whaat data sc�ur�es did yau use to de�ermine whether your site would impact �ndangered Speci�es ar Designaked Critical
Habitat?
N.C. Ala#ural Heritage Heritage Progr�m database; US�WS-Ral�igh Field U��e w�bsate; �iologieal surveys for protected
sp�G6�s listed f�r Wake Caun#y, which includes red-cackaded woodpecker, dwarf wed�emussel and MiGhaux's sumac.
ihe sp�;cies Teceived Biologi�al �onclusions of "'Np Efifiect". Morkhe�n long-eared bat �as been added to t'he sp�cies list
for Wake Cqunty. A pr�grammatic b�flC�gic�l r�pinion �PBQ} has been issu�d for the species. 7he PB(] cov�rs pra}ects in
Divisions 1-8. The progrsmmatic d�t�rminatitin far NLEB for this project is "`i�llay Aftect, Likely to Aduersely Affect".
6. E��ential Fish Habitat [Cc�rps Requirement)
6a. Will this praject accur in or near an area designated as essential fish habiEat? ❑ Yes � N�
6b. V11hat data saur��s di[� yau use ta determine whether yovr s�te would impact �ssential �ish Habitat?
NMFS Cou�ty index
7. Historic or Prehistoric Culturaa Resourees {Cor�s RequurerraentJ
7a. Wilf tt�is project �ccuf in or n�ar an area that the state, f�deral ar trib�l
governmer�ts ti�aue designated as h�ving historic or cul#saral preseruat�on ���� ���
status [e.g., �tat�o�n�l Histt�ric i'rust designation ar pcoperties significa�t in
Nflrth +CarQlina history a�rd archaealogy}?
ib. What d�ta saurces did you use to d�kermi�� whe#her yaur sit� wouid irrypact historic or archeological resaurces?
NEPA l7acumentation
S. Flood Z�ne Designation (Carps Requirementj
8a. Will this prajec# occur in a FEMA-d�signated 1 Q�-year fRoodpNain? � Yes ❑ No
8b. If yes, explain hnw project me�ts F�MA requirer�aents: NCDUT Hydraulics Unit Gaardination with �EMA
8c. Wh�t source(s} ciid yau vse to ma4ce the flood�lair� detern°dinatiQn? F�MA Maps
_ '.
- --
� .
r $'4iili� S. I�ari°is III, P.1:. � _ ... . -_`'„`-� �U� ��i �.t� l�
ApplicantlAg�nk's Printed Narne aate
ApplicantlAgent's Signat�re
(Agent's signature is valid canly if �n authc�rizakipn letter Srom the applicant
is ravided.}
] (}

����� �,�ti ���� North Carolina Department of Transportation 1;.
!�� t)['] 134t; �itPf Highway Stormwater Program �'„�
STORMWATER MANAGEMENT PLAN .-.:•
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: I-5710 County(ies): Wake Page 1 of 3
General Project Information
Project No.: I-5710 Pro'ect T pe: Roadwa Widenin Date: 6/15/2016
NCDOT Contact: Anthony Houser Contractor / Designer: Atkins - Dean Goodison
Address: 1000 Birch Ridge Dr Address: �616 E. Millbrook Road
Raleigh, NC 27610 Suite 310
Ralei h, NC 27609
Phone: [phone] Phone:[phone]
Email: thouser ncdot. ov Email: dean. oodison atkins lobal.com
City/Town: Raleigh County ies : Wake
River Basin(s : Neuse CAMA Count ? No
Primary Receiving Water: Unnamed Tributary at Camp New Life NCDWQ Stream Index No.: 27-20.5(2
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Suppl IV WS-IV
Supplemental: Nutrient Sensitive Waters (NSW
Other Stream Classification:
303(d) Impairments: None
Buffer Rules in Effect Neuse
Project Description
Project Len th (lin. Miles or feet): 0.25 Surrounding Land Use: Residential
Proposed Project Existing Site
Project Built-Upon Area ac. 0.95 ac. 0.82 ac.
Typical Cross Section Description: Roadway (I-540 WB on-ramp at Falls of Neuse Road): two (2) lanes at 12' each with 3' Roadway (I-540 WB on-ramp at Falls of Neuse Road): one (1) lane at 16' with 3'
shoulder berm gutter. Embankment side slope varies 3:1 to 4:1. shoulder berm gutter.
Average Daily Traffic (veh/hrlday): Design/Future: 7300 - 15200 (year 2036 Existing: 6700 - 13900 year 2016
General Project Narrative: Project involves widening of I-540 on ramps, from single lane to double lane, at four locations to accommodate installation of ramp metering and other ITS/signal equipment.
Four locations are I-540 WB at (1) Leesville Road, (2) Creedmoor Road, (3) Six Forks Road, and (4) Falls of Neuse Road. Stream and Buffer impacts occur at only the Falls of
Neuse ramp due to the installation of slope drains/outfall protection, and a retaining wall located on the embankment slope.
References

E ii�;il�t�E�t' North Carolina Department of Transportation '
!�+a c� t� 1�r v�� I E't Highway Stormwater Prog ram �:•'
,..
STORMWATER MANAGEMENT PLAN �' •:.=:'•''�
(Version 1.2; Released July 2072) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: I-5710 County ies): Wake Page 2 of 3
Project Environmental Summary
Surface Water Impacts
Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed
No. From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM
2 7+45 L Stream Intermittent Unnamed Tributary at Figure 3-4 2�_20.5(2) WS-IV, NSW None Fill N/A RR Apron Pad
7+65 L Camp New Life Stream SA
2 g+40 L guffer Neuse Unnamed Tributary at Figure 3-4 2�_20.5(2) WS-IV, NSW None Clearing, Fill N/A RR Apron Pad
10+45 L Camp New Life Stream SB
' List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
References

1 lis�hr�'�1�,' North Carolina Department of Transportation r
��{�l �,y����E�� Highway Stormwater Program
���',.
STORMWATER MANAGEMENT PLAN f�`'=�-„=�''+�
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Pro'ect/TIP No.: I-5710 County ies : Wake Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Pipe/Structure
Sheet Energy Dissipator Drainage Area Dimensions Q10 V10
No. Station T pe Riprap T pe ac Conve ance Structure in cfs (fps)
2 9+50 L Riprap Apron / Pad Class 'B' 0.17 Pipe 15 0.7 14.9
2 7+60 L Riprap Apron / Pad Class 'B' 0.63 Pipe 15 2.4 9.3
0 ves ❑ No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA
HEC-14 (July 2006), been met and verified, as applicable? If No, provide further explanantion of why design criteria was not met.
Additional Comments
High velocities exist due to 15" slope drains on steep slopes. However, the volume of flow is very minor relative to full flow depth. For the pipe at 7+60 q/Q = 0.08, and for the pipe at 9+50
q/Q = 0.02. Minimum riprap aprons dimensions were computed in accordance with HEC-14, Chapter 10. Given the low flows, the aprons were very small. The proposed design uses wider
and longer apron dimensions, exceeding HEC-14 requirements.
' Refer to the NCDOT Best Management Practices Toolbox, Version 1(March 2008), NCDOT Standard Details, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14),
fhird Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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WETLAND AND SURFACE WATER IMPACTS PERMIT
THIS IS A FULL CONTROLLED-ACCESS PROJEGT WITH ACCESS BEING LIMITED TO INTERCHANGES.
GRAPHIC SCALES DESIGN DATA
so zs o so ioo �T 201G = 6,700-13,900
ADT 2036 = 7,300-15,20Q
PLANS dHV = 11 20 45
50 25 0 50 l00 D= 100 %
' T = 3-7 46
PROFILE [HORIZONTAL] V = 60 MPH
* (TTST 146 + DUAL 2�i%j
ia 5 0 �a zo FUNC. CLA55.=1NTERSTATE
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY T.I.P. PROJECT I-5710
TOTAL LENGTH T.I.P. PROJECT I-571�
Preyopre�d !n 11� QfIk+9 dr HYDRAULIGS ENGINBER
nTKiNs t�6�.��SU�,�o
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RIGHT pF WAY DATE: ��` �
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IAN BERDEAU, E.I. �G�
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SEPTEMBER 20, 2016 �T „�,,,,.A�,.
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W�TLAND PERMIT lMPAGT SUMMARY
_ WE7LAND IMPA�TS SURFACE WATER IMPACTS
and Existing Existing
Permanent Temp. �xcavatibra �dlechanized Clearing Permanent Temp. Channel Channel 4Vatural
Site StatEon StruGYure Fill in Fill in fn Ciearing in SW 5V'J lmpacts fmpacis Stream
No. (FrflmlTo) Size ! Type 4Netlands Wetlands Wetlands in Weflands Wetlands impacts impacts Permanent Temp. Design
ac ac ac ac ac ac ac ft ft ft
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TOTALS*: < 0.01 d 25 D
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BUFFER ZONE IMPACTS PERMIT
THIS IS A FULL CONTROLLED-ACCESS PROJEGT WITH ACCESS BEING LIMITED TO INTERCHANGES.
GRAPHIC SCALES DESIGN DATA
so zs o so ioo �T 201G = 6,700-13,900
ADT 2036 = 7,300-15,20Q
PLANS dHV = 11 20 45
50 25 0 50 l00 D= 100 %
' T = 3-7 46
PROFILE [HORIZONTAL] V = 60 MPH
* (TTST 146 + DUAL 2�i%j
ia 5 0 �a zo FUNC. CLA55.=1NTERSTATE
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY T.I.P. PROJECT I-5710
TOTAL LENGTH T.I.P. PROJECT I-571�
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PERMIT DRAWING
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CREEDMOOR ROAD
un i�uo�
FALLS OF NEUSE ROAD
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nTKiNs t�6�.��SU�,�o
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= D.790 MILE (919) 876�888 NCBBBS AFF-032b
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CLINTON MORGAN, P.E.
RIGHT pF WAY DATE: ��` �
N /A ROADWi4Y DSSIG11f
IAN BERDEAU, E.I. �G�
r�yscr naserx o��nn
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SEPTEMBER 20, 2016 �T „�,,,,.A�,.
PS
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BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2)
2 Pipe / Rip Rap Outlet -RB4- 9+40 TO 10+25 X 1592 1592
2 Pipe / Rip Rap Outlet -RB4- 9+50 TO 9+70 X 245 245
TOTAL: 245 1592 1837
Rev. May 2006

•
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See Sheet 9-A For Index ot� Sheets
See Sheet �-B For Conv�nti an�l Syr�b�1 s
`� � I � .'� � I i I . C�� 1 � �. �i� I�t ' 1 ` �--�1 � + .'� �'�, CI�> 1.1 � . ��
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SR 1 Q�'S SI� F().RKS
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END TIP PRQJECT I -57f0
DOCUMENT NOT CONSi�ERED FINAL
UNLESS ALL SIGNATUR�$ CpMPLETED
GRAPHIC SCALES I7��SIG.11t DATA .PIRDJECT LE11tGTH' Pre,o�ar�ccl fi tl�e OffTce of: x���+��res ExGrxEE�,.�������i����.
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50 25 a 50 100 LENGTH ROADWAY T.I.P. PROJECT I-571{3 — 4.79a MILE (� 9) 876-6888 EES #F�326 ; SEAL <: ` �� ����� �
ADT 2{�3f� = 7,�Q�-15,2�+D : �:.. °4, s�7 ,,_; ,�� ,��
T�QTAL LEI�IGTH T.�.P. PR�3JECT I—�71Q = 0.79� AIIILE 2o�z� sT��n s,�Bcr�rcA�rv�rs fi: � a,
PLANS DHV — 1�-20 %o ����;�F�+�z���oo��= �� ���
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PROFILE H+C�RIZ�NTAL PR T DE I N =:' �'<�� �= ��� ��°�
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LET'T'ING DATE: : : o2a��s � �
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STATE'WIDE TIER SEPTEMBER 20, 2016 NCDOT CONTACT ..r .....•,�,c�:
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SIGhfATURE: ��+� � u � ��

PAVEMENT SCHEDULE
(FINAL PAVEMENT DESIGN)
C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
C 2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C 3 AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TO
BE PLACED IN LAYERS NOT GREATER THAN 2" IN DEPTH.
PROP. APPROX. 3.5r' ASPHALT CONCRETE INTERMEDIATE COIJRSE,
D1 TYPE I19.OB, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
❑ 2 TYPE I19.QB, AT AN AVERAGE RATE QF 45fi LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE I19.OB
D 3 AT AN AVERAGE RATE OF 114 LBS. PER SQ.YD. PER 1" DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN 2.5" QR GREATER THAN 4" DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE� TYPE B25.OBa
AT AN AVERAGE RATE QF 4�fi LBS. PER SQ. YD.
E 2 PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD.
E 3 PROP. APPROX. 7" ASPHALT CONCRETE BASE COIJRSE, TYPE B25.OB,
AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
E 4 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 5.5" IN DEPTH.
J PROP. VAR. DEPTH AGGREGATE BASE COURSE.
R1 SHOULDER BERM GUTTER
T EARTH MATERIAL
U EXISTING PAVEMENT
V 1.5" MILLING
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
Y MILLED RIJMBLE STRIPS {SEE ROADWAY STANDARD DRAWING 6fi5.01)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
ALIGNMENT SURFACE INTERMEDIATE BASE
COURSE COURSE COURSE
-RBI- C2 D2 E1
-RB2- C2 D2 E2
-RB4- C1 D1 E3
MILL 37'-6"
AS DIRECTED
BY ENGINEER
C�
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MILL NOTCH
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VARIABLE
SLOPE
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DETAIL OF INCIDENTAL MILLING
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,
� II" TO 12" U
— GRADE TO THIS LINE
Typical Section No. 1
—RBI— STA. 3+ 54.00 TQ STA. 8+ 75.00
15' 12'
15' W/GR
VARo �ARo
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FDPS �`-12'
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PR4JECT REFERENCE N0. SHEET NO.
1-571 D 2A -1
RNV SHEET NO.
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NOTE:
MILL, RESURFACE, AND WIDEN EXISTING
PAVEMENT QN —RBI—, —RB2—, AND —RB4—.
MATCH EXISTING GRADE AND
SUPERELEVATION.
EXISTING
I-5q0
I � EXISTo � E� � EXfSTa�
-------- ------ --_ ~~�_<
,
� II" TO 12" U
— GRADE TO THIS LINE
Typical Section No. 2
—RB2— STA. o+ oo.00 To sTA. 9+ 05.00
—RB4— STA. 2+ 50.00 TO STA. 5+ 50.00
NOTE:
MILL, RESURFACE, AND WIDEN EXISTING
PAVEMENT ON —RBI—, —RB2—, AND —RB4—.
MATCH EXISTING GRADE AND
SUPERELEVATIQN.

PAVEMENT SCHEDULE
C1 1.5" TYPE S9.5B E3 7" TYPE B25.OB
C2 3" TYPE S9.5B J VAR. DEPTH ABC
D1 3.5" TYPE I19.0B R1 SHOULDER BERM GUTTER
D2 4" TYPE I19.0B T EARTH MATERIAL
E1 4" TYPE B25.0B U EXISTING PAVEMENT
E2 4.5" TYPE B25.OB W UVEDGING
Detail Showing Retaining Wall With
Shoulder Berm Guiter Section
Use in conjunction with Typical Section No. 2
-RB4- STA. 7+ 00.00 TO STA. 11 + 55.00
NQTE: PAVEMENT EDGE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
Detail Showing Retaining Wall Section
Use in conjunction with Typical Section No. 3& 4
-RB4- STA. 11 + 55.00 TO STA. 14 + 00.00
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-RB4- STA. 14 + 00.00 TO STA. 15 + 50.00
VARIABLE
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GRADE
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Typical Section No. 3
-RBI- STA. 8+ 75.�0 TO STA. 11 + 0�.�0
-RB4- STA. 11 + 75.00 TO STA. 13 + 00.00
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-RBI- STA. 11 + 00.00 TO STA. 14 + 70.00
-RB2- STA. 9+ 05.00 TO STA. 13 + 50.00
-RB4- STA, 5+ 50.00 TQ STA. 11 + 75.00
-RB4- STA. 13 + 00.00 TO STA. 14 + 00.00
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PR4JECT REFERENCE N0. SHEET NO.
1-571 D 2A -2
RNV SHEET NO.
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
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. � . � END MILL, AND � �
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